Engineering research report can be divided into three parts to describe, first you can describe the purpose of the research, the second can describe the main content of the research, and the third can describe the overall situation of the research.
Engineering Research Report Model Article 1
I. Overview of the social survey
1, the object of the investigation: Tianjin Youth Peking Opera Troupe business office building, the actor's guest house project
2, the investigation time: March 1, 2006 to March 28
3, the investigation location: Tianjin City, China Hexi District, Longchang Road and Pingjiang Road intersection
4, the investigation content: the main construction period of the reinforcing steel, formwork, concrete division of the project
5, the investigation mode:
(1) internal: familiar with the construction organization design and supervision rules and regulations of the relevant division information, checking the relevant divisions of the quality assurance information;
(2) external: accompanied by the supervisory, bystanders Conduct on-site physical inspection of the relevant divisions.
Second, the survey object profile
1, project profile:
(1) Project name: Tianjin Youth Peking Opera Troupe business office building, actors' guest house project
(2) Construction location: Hexi District, Tianjin City, at the intersection of Longchang Road and Pingjiang Road
(3) Construction unit: Tianjin Youth Peking Opera Troupe
(4) Design unit: Tianjin Architectural Design Institute
(5) Construction unit:
(6) Supervision unit:
(7) Contracting scope: foundation, civil engineering, HVAC, electrical lighting, water supply and drainage, weak electricity, building intercom, elevator, fire fittings pre-buried and all kinds of pipelines reserved, pre-buried.
(8) Site conditions: the construction site east and south sides adjacent to the city's secondary roads, convenient transportation, the construction site terrain is flat and open, good municipal conditions.
2, building design overview:
(1) building function:
Business office building: the first floor layout of the choreography design, production, storage room, the second floor layout of the rehearsal hall and actor rest, bath room, the third floor layout of the rehearsal hall, the voice room and the orchestra practice room, the fourth floor layout of the theater company conference room;
Actors' guest house: the guest house is to resolve the main Theater performances actors' accommodation requirements, the size of the number of common domestic performance groups to determine, ***102-120 beds, the first floor for the catering supporting rooms, two - four floors for the actors to stay in double rooms.
(2)Building area: total building area of 12680m2
(3)Building height: total building height of 18m
(4)Other (barrier-free design): the engineering base of the pedestrian pathway are barrier-free design, parking lot set up four disabled parking spaces, and close to the entrance of disabled people, theater and hospitality entrances set up barrier-free ramps, the auditorium is set up four Wheelchair seats, the first floor of the theater near the wheelchair seats set up barrier-free toilets, the ticket office set up a special ticket gate for people with disabilities.
3. Overview of structural design:
(1) Structural form: frame, partial steel structure for the theater
(2) Seismic intensity: 7 degrees
(3) Earthquake-resistant level: the theater part of the earthquake-resistant level of the second level (seismic structural measures for the first level), the office building, the hospitality part of the earthquake-resistant level of the third level.
Third, the investigation content report
Because of the reinforcing steel, template, concrete division project involves more technology, construction content, it is impossible to investigate and analyze one by one, so according to the group division of labor focus and learned professional knowledge of the focus, key control links, easy to ignore the problem of investigation, combined with the rummage through the relevant information, the problems investigated and analyzed and in the comrades' Under the help and guidance of the comrades put forward some of the preventive measures and methods of governance, is now divided into categories as follows.
(A) rebar division
1, the column outstretched rebar misalignment:
(1) phenomenon: the lower column outstretched rebar from the top of the column, due to the location of deviation from the design requirements is too large, and the upper column rebar overlap.
(2) cause analysis: steel installation has been self-checked, but due to the unreliable measures to fix the steel, dislocation; pouring concrete by the vibrator or other operating equipment touch crooked, no timely correction.
(3) Preventive measures:
①Adding a temporary hoop in the outreach part, according to the drawings of the location of the good, and then use the sample plate, iron card or wooden card fixed, before pouring concrete and then check again, such as displacement, should be corrected before pouring concrete;
②Pay attention to pouring operations, do not touch the rebar as far as possible, the process of pouring by the person at any time checking the corrections in a timely manner.
(4) governance method: in leaning against the tight lap is not possible, should still make the upper column reinforcement to maintain the design position, and take the pad bar welding contact.
2, tied node loose buckle:
(1)Phenomenon: moving steel skeleton, tied node loose buckle, or pouring concrete when tied buckle loose.
(2) cause analysis: tie wire is too hard or inappropriate thickness; tie buckle form is not correct.
(3) preventive measures:
① general use of 20 to 22 wire as a binding line: binding diameter 12 mm of reinforcing bars below the appropriate 22 wire, binding diameter 12 to 15 mm reinforcing bars appropriate 20 wire, binding beams, columns, and other thicker diameter reinforcing bars can be used to double 22 wire, you can also use the waste steel wire rope burned soft and then break open the wire as a binding line;
The binding should try to use the form of binding buckle is not easy to come loose: such as tying flat steel mesh, in addition to the binding buckle each other into a figure-eight, but also should add some cross flower buckle, rebar corners should be used to pocket buckle and tangle, on the vertical rebar mesh, in addition to the cross flower buckle, should be appropriate to add the tangle.
(4) Treatment: re-tie the nodes at the loose buckle.
3, exposed tendons:
(1)Phenomenon: the structure or member of the demolition of the mold was found on the surface of the concrete with reinforcing steel exposed.
(2) cause analysis: protective layer pad pad is too thin or fall off; due to inaccurate size of steel molding, or steel skeleton tied improperly, resulting in the skeleton of the external dimensions of the large, local against the template; vibration of concrete, the vibrator impact on the steel, so that the steel shifted or caused by the tie buckle loose.
(3) preventive measures:
①protective layer pads pads of the right amount of reliable, the specifications should be appropriate, to avoid too large a specification caused by the structure of the upper or the other side of the protective layer of reinforcement to reduce the exposed tendons;
②In order to make the thickness of the protective layer accurately, the application of wire will be the skeleton of the reinforcement pulled to the template, will be squeezed firmly pads;
③strictly check the molding dimensions of the rebar;
④When tying the reinforcement skeleton outside the mold, its external dimensions should be controlled and should not exceed the permissible deviation.
(4) governance methods: the range of minor exposed tendons available mortar plugging wipe; exposed parts of the concrete near the pitting, should be knocked along the surrounding or chiseled off until the eyelets can not be seen, and then smoothed with mortar; in order to protect the repair of mortar or mortar and the original concrete joints are reliable, the original concrete surface should be rinsed with water, brushed with an iron brush, so that the surface has no powder layer, sand, or residue, and in the surface Keep wet in the case of repair; important stress parts of the exposed reinforcement should be technically appraised, take measures to remedy.
(2) template division
1, beam template defects:
(1)Phenomenon: beam body is not straight; the bottom of the beam is not flat, deflection; beam side mold blowing (template collapse); demolding found on the side of the beam side of the horizontal cracks, corner, surface roughness; local templates embedded in columns and beams, demolition difficulties.
(2) cause analysis:
①Template support is not straightened firmly;
②Template is not supported on the hard ground;
③Template at the bottom of the beam is not arch;
④Fixed beam-side templates wood belt (clamping wood) is not nailed;
⑤Easy to deform the production of templates using the material, the deformation of the concrete is large after the pouring of concrete, easy to make the concrete cracks, falling. Easy to make the concrete cracks, corners and surface roughness;
6 template in the concrete after the pouring of water absorption and expansion, did not leave a gap beforehand.
(3) preventive measures:
①Support beam mold should comply with the principle of the bottom of the mold package, beam mold and column mold connection, should take into account the beam template after the moisture absorption and longitudinal expansion of the impact of the size of the material should be slightly shortened, so that the concrete is poured not to be embedded in the column;
②The bottom of the beam should be able to ensure that the weight of the weight of the concrete and the construction load does not deform, the support bottom if a dirt floor, the bottom of the support. The bottom of the support, such as dirt floor, should be carefully tamped first, put through the length of the mat to ensure that the support does not sink;
③ beam side mold and bottom mold material thickness, should be based on the height and width of the beam and the general size of the preparation, there must be enough splicing, transverse and clamping strips;
④ beam side mold under the mouth of the clamping bar must be wood, nailed to the pillar to ensure that during the process of pouring concrete, side mold The lower mouth will not blow up during the concrete pouring;
⑤The upper mouth of the beam side mold should be supported on the top of the pillar by diagonal braces on both sides, and if there is a floor slab, the upper mouth of the cross should be placed under the shelf of the slab mold;
⑥The beam mold should not be made of easily deformed materials as much as possible, and if it is used to make the beam side molds, the molds should be fully poured with water before the concrete is poured.
2, column template defects:
(1) phenomenon: blowing up the mold, resulting in section size bulging, leakage, concrete is not dense or honeycomb pockmarked; skew, a row of columns are not in the same axis; column body twisted.
(2) cause analysis:
①column hoop is not firm, or nails are pulled out by the side pressure of the concrete;
② slab joints are not tight;
3 rows of columns supporting the mold does not follow the line, do not look for the square, the rebar offset is not wrenching on the set of the column mold;
④columns mold is not well protected, supporting the mold before the skewed, without repairing the good on the use of the;
⑤Templates One side is loose, one side is tight;
⑥The formwork has concrete residue on it, which is not well cleaned, or the time of dismantling the formwork is too early.
(3) preventive measures:
① rows of columns before supporting the mold, should be popped out at the bottom of the line, the column position pocket square to find the center;
② columns before supporting the mold must be corrected before the position of the rebar;
③ columns at the bottom of the plate should be done to ensure that the bottom of the plate position is accurate, and at the same time leave a sweeping mouth, so as to clean up the garbage in the column;
④ rows of column mold support, should be set up first, the first concrete residues, or demolition time is too early. Column mold support, should be the first two ends of the column mold, straighten and double-check the position is correct, the top of the long line, and then set up in the middle of the column mold, column spacing is not large, each other should be scissor braces and horizontal braces fastened to the column spacing is large, the columns individually pull the four sides of the diagonal braces, to ensure that the columns are accurate location;
⑤ According to the size of the column cross-section and the height of the outside of the column mold should be added at intervals of 50 to 100 centimeters of a strong column hoop
6 column mold production, joints should be put together tightly, the door plate should be used according to the width of the column with the appropriate thickness, to ensure that the concrete pouring process does not leakage, do not blow up the mold, do not produce drums;
7 higher columns, should be in the middle of the template side of the temporary pouring holes in order to pour concrete, insert the vibrating rod, when the concrete is poured pounding the temporary aperture, that should be closed firmly.
3, plate template defects:
(1) phenomenon: the middle of the board downward deflection; the bottom of the concrete surface is not flat; beam side mold embedded in the beam is not easy to remove.
(2) cause analysis:
① board shelves with small materials, resulting in deflection over the large;
② board under the bottom of the support is not firm, the concrete pouring process of increasing load, foundation sinking, board mold deflection;
③ board bottom template is not flat, the flatness of the concrete surface in contact with the more than permissible deviation;
④ will be nailed to the beam side of the board mold laying mold, or even slightly into the beam mold, or even slightly extended into the beam mold. Even slightly into the beam mold, after pouring concrete, the plate mold water expansion, beam mold also slightly expansion, resulting in the edge of a template embedded in the concrete.
(3) preventive measures:
①The thickness of the floor plate mold should be consistent, the material should be sufficient strength and rigidity of the shelf, the shelf surface should be flat;
②support material should be sufficient strength, before and after each other to lap, support, such as support in the soft ground, must be tamped to the ground beforehand, and laying through the length of the cushion, cushion pads under the pads, if necessary, then padded cross-board to increase the support in the ground contact surface, ensure that the support of the ground, and to ensure that the ground is not a good place. The contact surface on the ground, to ensure that under the action of the weight of the concrete does not sink;
3 plate mold and beam mold connection, the plate mold should be laid to the beam side of the mold flush with the mouth, to avoid the template is embedded in the beam concrete, in order to facilitate the demolition;
4 plate mold should be in accordance with the provisions of the arch.
(C) Concrete Division
1, surface damage - pavement:
(1) Phenomenon: the concrete surface of the local lack of paste and roughness, or there are many small craters, but there is no rebar exposed.
(2) cause analysis:
①Template surface rough or clean, sticking with dry cement mortar and other debris, the concrete surface is sticky damage when the mold is removed, pitting;
②Template in the pouring of concrete before the wetting or wetting is not enough, pouring of concrete, concrete and template contact part of the concrete, the water is absorbed by the template, resulting in the surface of the concrete loss of water Excessive, pitting;
③ template release agent brushing is not uniform or local leakage brush, mold removal, concrete surface bonding template, caused by pitting;
④ template joints are not tightly assembled, pouring concrete gap leakage, concrete surface along the position of the template seams pitting;
⑤ concrete vibration is not dense, the concrete bubbles are not discharged, a part of the bubbles stay in the surface of the template, forming pitting. In the template surface, the formation of pockmarks.
(3) preventive measures:
①Template surface cleaned up, shall not be adhered to the dry cement mortar and other debris;
②Template in the pouring of concrete before the application of water to fully wet, clean, do not leave water, so that the template seams splicing tight, such as seams, the application of linoleum strips, plastic strips, fiber boards, or cement mortar and other blocking, to prevent the leakage of slurry;
③Template formwork release agents, the formwork is a good idea, but not a bad idea, it's not the only thing that can prevent the leakage of slurry. p> ③ template release agent should be brushed uniformly, shall not miss the brush;
④ concrete must be in accordance with operating procedures in layers of uniform vibration compact, prevent leakage of vibration; each layer of concrete should be vibrated to the exclusion of air bubbles.
(4) governance methods: pitting mainly affects the appearance of concrete, for the surface is no longer decorative parts should be repaired, that is, pitting parts of water brushing, fully wet with cement mortar or 1:2 cement mortar smoothing.
2, surface damage - honeycomb:
(1) Phenomenon: localized loose concrete, less mortar, more stones, stone voids between the formation of honeycomb holes.
(2) cause analysis:
①concrete ratio is inaccurate, or sand, stone, cement material measurement error, or the amount of water added is not allowed, resulting in less mortar stone more;
②short mixing time of the concrete, did not mix uniformly, the concrete is poor in compatibility, vibration is not dense;
③not according to the operating procedures for the pouring of concrete, the material is not appropriate, so that stone Concentration, vibration is not cement paste, resulting in segregation of concrete;
④ Concrete is too much material at a time, not sectioned and layered pouring, vibration is not solid, or material and vibration with poor coordination, and vibration and material, due to the leakage of vibration caused by the honeycomb;
⑤ template holes are not plugged, or the template is not solidly supported, the template is not firmly supported, the vibration of concrete template shifting, resulting in serious leakage of mortar or the wall of the rotten, the formation of the honeycomb.
(3) preventive measures:
①Strict control of concrete mixing ratio, often check to ensure accurate measurement of materials;
②Concrete should be mixed uniformly, the color is consistent;
③Concrete free fall height should not exceed 2 meters in general, the pouring of slab concrete, the free fall should not be more than 1 meter, such as more than the above height, to be Take string, chute and other measures under the material;
④ concrete vibration should be layered pounding;
⑤ pounding concrete mix, insert vibrator moving distance should not be greater than 1.5 times the radius of its role, vibrator to the template distance should not be greater than the effective radius of the vibrator 1/2, in order to ensure that the upper and lower layers of concrete combined with a good vibrating rod should be inserted into the lower concrete 5 cm, plate vibrator in the phase of the concrete, the vibrating rod should be inserted into the lower concrete, the vibrating rod should be used in the concrete, and the concrete should be used in the concrete. cm, flat vibrator in the adjacent two sections should be lap vibration between 3 ~ 5 cm;
6 concrete pouring, must master each point of the vibration time, the appropriate vibration time can be judged by the following phenomenon: the concrete is no longer significant sinking, no longer appear bubbles, the surface of the concrete slurry is a horizontal state, and will be the template edges and corners of the filling full;
7 pouring of concrete, should be often Observe the template, bracket, plugging and so on, if you find a template walking, should immediately stop pouring, and should be repaired before the concrete is set.
(4) treatment method: concrete with small honeycomb, can be rinsed clean with water, and then repair with 1:2 or 1:2.5 cement mortar, if it is a large honeycomb, the first loose stones and protruding particles removed, as far as possible to pick up into a flared mouth, the outside of the larger, and then rinsed clean and wet with water, and then pounded with a higher level of standard soybean stone concrete to strengthen the maintenance.
3, plate surface unevenness:
(1) phenomenon: concrete plate thickness is not consistent, the surface is not flat.
(2) cause analysis:
①concrete beams and slabs poured at the same time, sometimes only using insertion vibrator vibration, with a shovel to shoot flat, so that the concrete slab thickness control is not allowed, the surface of the shovel marks, rough and uneven;
②concrete has not reached a certain strength on the operation or transport materials, so that the slab surface pits and marks;
③ template pillars are not supported on the Hard foundation, the mat board support surface is insufficient, so that when pouring concrete or early maintenance of concrete sinking occurs.
(3) preventive measures:
①Pouring concrete slab should be used flat vibrator vibration, its effective vibration depth of about 20 ~ 30 cm, large areas of concrete should be vibrated in segments, between the two adjacent segments should be lap vibration 3 ~ 5 cm;
②control of the thickness of the concrete slab pouring, in addition to the template popping around the ink line, can also be used to make a rebar or wood with the slab thickness The same sign, placed in the pouring location, move with the pouring, in order to maintain the level of the board;
③ concrete pouring within 12 hours, should be covered with watering maintenance (such as the temperature is lower than 5 ℃ shall not be watered);
Engineering Research Report Essay 2
In recent years, the county in the central government and the province and city Strong support and cadres and masses of *** with efforts, every year there are many construction projects started, under construction or completed, some projects have been put into use, its economic and social benefits are increasingly apparent, a powerful pull of the economic growth of Touxian, especially many of the larger people's livelihood projects not only for the masses to bring a lot of benefits, but also for the creation of civilized, harmonious Touxian create a good social environment. But we are in the inspection, also found that the government investment or use of state-owned funds in the project land use, survey and design, bidding, quality and safety management and infrastructure finance and other aspects of the existence of a number of problems, should be given sufficient attention.
I, the main problems
(a) without obtaining land procedures to start construction. In the inspection, we found that the traffic, urban construction department road expansion projects without land approval procedures on the construction; part of the township health center, primary and secondary schools in the original land construction of new projects, there is no land formalities; there are also a number of construction projects is the construction of the construction unit to take a long-term lease of the construction of land from the hands of the farmers to obtain the construction immediately after the start of construction.
(ii) survey and design disciplinary irregularities and chaos. Inspection found that some construction projects, design drawings and programs without the higher professional bodies to review and certify the construction; some construction projects, the construction unit hired by the design unit is not qualified, resulting in the survey and design of the fixed point of the problem is not in place, not only caused undue losses, but also delays in the schedule; some of the investment of five or six million yuan of the construction project, the construction unit went so far as to sign a design contract with an individual; some of the unit In order to strive for the construction project to obtain the approval of higher authorities, the first unit to find their own survey and design, and once the project has been formally approved, it is inevitable that the implementation of the project for the implementation of the design is not good enough to appear more than one change, on-site visas, more hidden dangers. The resulting project bidding price and the actual cost of the situation is far from the actual cost.
(C) bidding behavior is not standardized. Inspection found that some construction projects are only construction project bidding, and has reached the bidding conditions of the design, supervision projects are not bidding; some construction units in order to avoid bidding, the construction project into zero, omitted to reduce the scale of investment projects, resulting in the settlement price is much higher than the winning price; some construction units to grab the progress, reduce project costs for the reason that the construction project should be open bidding to take the invitation to tender. Invitation to tender, their own internal study of the selected construction unit; individual projects, such as important equipment, materials and other goods procurement should be tendered according to law without bidding.
In the bidding process, some agents are not high-quality personnel, poor quality of service, operation is not standardized, the procedures are not in place and the occurrence of bidding announcements and bidding documents do not match, not in accordance with the provisions of the bidding time; some agents due to the relationship of interest and even become a spokesman for the bidders; some of the expert jury, and the close relationship with the agent, but also look at the bidders to act in the eyes of the bidders, in accordance with the principle of objectivity and fairness in the evaluation of tenders. The principle of objectivity and fairness in bid evaluation.
Some construction companies bidding to take the low bidding strategy, and once the bid, in the hidden works, on-site visas, material prices, the use of climate, geological conditions and other natural factors to increase the claims; part of the construction companies lend each other qualification certificates and legal business license, or rely on qualified enterprises bidding, subcontracting, subcontracting.
(D) quality management is not standardized, there are more loopholes. 1, without planning permission to start construction. Inspection found that some construction units did not handle planning permission procedures to start construction; some construction units for departmental interests, unauthorized adjustments to the construction content. 2, without the construction permit procedures to start construction. This situation occurs in a number of construction projects. Some projects are even completed by the construction unit did not handle any construction procedures. 3, supervision is not in place, poor quality of service. Some construction projects supervision personnel qualifications do not meet the requirements, supervision personnel without supervision qualification certificate on duty; some project supervision organization is composed of two people; some supervisors or a horse double hanging seal, both two or even three site supervision. Supervisors to perform their duties are not in place, some of the director has almost never been to the construction site, supervision of information on the director's signature or supervision of personnel signed on behalf of; some supervision log is incomplete, and some even no meeting records. 4, construction project management personnel quality is not high. Project construction management has a strong professionalism, the need for professional and technical personnel for the construction of the project, but the inspection found that many of the construction project management personnel, are temporarily drawn from the authorities or subordinate units, due to the preparation of the Office of the personnel of their own management level and capacity limitations, the construction unit in violation of the construction procedures, not according to the requirements of the design of the construction program, and arbitrarily increase the changes have not been found. In addition, some of the project winning bidder, the contractor is inconsistent, and even the phenomenon of illegal subcontracting, subcontracting.
(E) safety management is not standardized, the measures are not in place. Inspection found that some construction projects construction site safety measures have not been put in place, the temporary erection of wires do not meet the safety requirements; some construction and construction units did not provide safety information; some construction projects have not formulated emergency response plan for production safety accidents.
(F) financial income and expenditure is not standardized, the illegal use of funds phenomenon. Inspection found that some construction units in violation of the cash management regulations, unauthorized payment of large amounts of cash to pay for the project; some construction units in the bidding site directly collect the tender deposit (large amounts of cash); some construction units with receipts as a receipt to pay for the project as a proof of payment, or construction materials invoices to offset the project, which led to the construction side of the omission of the tax; some construction units after the completion of the project is also late financial accounts; some The construction unit will be paid directly to the construction of the project advance payment; some construction units disbursed under the bill of the project without a tripartite signature of the bill of quantities.
(VII) difficulties in land acquisition and relocation constraints on the implementation of the project. Some projects have been in the construction side of the site for a long time, but due to the construction of buildings on the demolition of compensation issues resulting in the project can not start; some projects and even due to the demolition of households to block, the construction unit had to make major changes.
(viii) project matching funds are not in place. Quite a number of construction projects have supporting funds are not in place, including provinces and cities, there should be supporting funds for individual projects in place late phenomenon. Local finance should be supported by a number of project funds are not supporting, even if supporting, but also the allocation of time and again delayed. Inspection found that some construction projects have been completed, should be supporting funds have not been allocated in place. To a certain extent, affecting the progress and quality of the project.
(ix) overestimated investment is more common. Some projects because of their own design depth is not enough, rough estimates, more changes in the middle; some construction units approved less construction, unauthorized expansion of the construction scale, improve the standard of decoration, resulting in the budget over the estimate, the final account over the budget, the cost of the project out of control.
Two, the reasons for the above problems
(a) the project construction unit of the legal system is weak. Some project construction units in the policy and regulations are not grasped, poor understanding, part of the construction procedures have not been carried out in the case of construction, disrupting the normal order of the construction field. What's more, individual units are familiar with the policies and regulations on the premise of fluke, deliberate concealment, drilling the laws and regulations of the loopholes, leading to the frequent occurrence of outstanding problems in the field of engineering and construction.
(ii) project schedule time requirements are tight. Some projects are provincial and municipal key construction projects, county government arrangements for people's livelihood projects, the county has been made public, requiring the contractor departments or units shall not speak any conditions, the deadline for the completion of the task. Since then, if the normal channels for the approval procedures, then in the period simply can not be completed. For this reason, the construction unit had to cut the Gordian knot, hasty start, illegal construction.
(3) Government investment projects plan to allocate funds and the actual need for funds there is a gap. Inspection found that many construction projects supporting funds are not in place, resulting in project payments can not be paid according to the contract, delayed or even poor quality of work. Higher financial departments to allocate construction funds are limited to the completion of the main body of the project, the preliminary matching funds required to provide local financial. The preliminary supporting funds are relatively large, in fact, the local financial difficulties, it is difficult to ensure that the project supporting funds. Therefore, the project construction of the relevant procedures to be handled in the early stages of the funds required for the construction of the project construction unit is difficult to raise in place, resulting in the construction unit would rather accept the fine, but also do not handle the relevant approval procedures.
(d) in the investment in fixed assets there are still mechanisms, institutional imperfections. Such as many units, especially health, education sector of the grass-roots units, due to historical reasons, township health centers, primary and secondary schools currently located in the original without any land procedures. And then there are projects despite the implementation of the process of serious violations of law and discipline, but due to the imperfect mechanism of accountability, coupled with local interests, small group interests in the blame, and therefore it will be left unsettled.
(E) the field of engineering and construction problems in the hidden high and the existing monitoring and supervision of weak technical force. In the field of engineering and construction, the tangible market in the discipline of illegal behavior is more covert, it is often in the tangible market outside the one-on-one, it is difficult to be seized, even if there are some abnormal behavior in the bidding process, but also by virtue of the loopholes in the current laws and regulations can easily be put off. In contrast, the current building volume is more and more, the building layer is higher and higher, the building structure is more and more complex, the construction of new materials, new technologies are more and more widely used, which gives the industry authorities supervisory organs to put forward higher requirements, and the government industry authorities and supervisory organs of the law enforcement force is not strong, the interdepartmental coordination and cooperation is weak, many parts of the management of laxity in the management of engineering and construction of the project is not a high level of professionalism, resulting in illegal construction behavior can not be corrected in a timely manner. As a result, illegal construction behavior can not be corrected in a timely manner, often appear even if you know the illegal phenomenon can not be detected.
(F) Weakness of management, the implementation of the capital construction process is not strong. As the main body of the management of the capital construction process is a government department, construction matters belong to the government matters, the government's own management of their own, resulting in a significant weakening of internal control constraints, especially in the case of the lack of objective conditions in some areas of active coordination, the management of the department to give the green light, there is no constraints on the supervision and management of the project operation unit is justified in name only "omitted ", "after" the construction program.
(VII) land acquisition, demolition and relocation difficulties constrain the implementation of the project. Some projects by the land conditions, can not start on schedule; there are some projects by the land affected by the slow progress, can not be successfully completed according to the construction schedule. Difficulty in land acquisition and relocation not only affects the construction progress of the project, but also affects the external image of the place,
Three, comments and suggestions
Through only a few years of engineering and construction field of outstanding issues in the special governance work, the construction of the project, many of the problems have been effectively managed and corrected. But we are also soberly aware of the enormity and complexity of this work. In order to make the project construction problems in the real reduction and completely corrected, so that the "sunshine project" is full of sunshine, "people's hearts project" reflects the public opinion, "practical works" reflects the effectiveness, "assured that the project" to reassure people. Assured that the project "reassuring, put forward the following suggestions:
(a) in-depth education and training to enhance the concept of the rule of law. To organize the leading cadres of the department and the person in charge of its units, seriously study the central, provincial and municipal documents on the work of special governance of outstanding issues in the field of engineering and construction and relevant laws and regulations, through thematic meetings, case analysis and other forms to further improve the leading cadres to do a good job in the field of engineering and construction of outstanding issues in the special governance of the work of the importance of enhancing the concept of the rule of law to enhance the implementation of the special governance of the work of the ability to implement the various tasks.
(ii) Increase the management of the capital construction program. County development and reform, finance, land, construction, safety supervision, environmental protection and other industry authorities to give full play to the management function in the construction of the project, and conscientiously perform their duties to their respective approvals of the link strict control, to ensure that the approval of the information is true, accurate and complete, the realization of the basic capital procedures seamless management system to eliminate the formation of loopholes due to the management of the breakpoints. At the same time, to increase supervision, inspection and coordination of services, through a variety of forms of supervision and guidance work, coordination and problem solving. Through the supervision and inspection and other effective measures to promote coordination between departments, cooperation, so as to provide a strong guarantee for the successful completion of the county's key project construction tasks.
(3) Innovative ways, improve the initiative to promote land acquisition and relocation work. To take tough measures to really solve the problem of land acquisition and relocation. Flexible use of various means, in addition to cash compensation and relocation and resettlement, but also the implementation of "land for security" of the expropriation compensation and resettlement methods, in order to solve the expropriated farmers life and old age worries, alleviate the conflict in the expropriation and relocation. To strictly in accordance with the provisions of the regulations on land acquisition and relocation work, early good planning area of the land acquisition and relocation work, so that the affected projects completed early construction; on the wanton obstruction of the work of land acquisition and relocation, the relevant government departments should be in accordance with the rules of law and take appropriate coercive measures, to ensure that the work of land acquisition and relocation work is carried out normally.
(4) effectively strengthen the management of the project under construction, to ensure the quality of construction and production safety. Project construction units to further refine the annual and quarterly investment plan, to overcome the impact of various factors, carefully organized, carefully constructed, to accelerate the progress of project construction; improve the quality assurance system, strengthen the quality inspection of construction projects, the implementation of major projects engineering "lifelong responsibility", in accordance with the "who is responsible for the construction" principle. Who is responsible for the construction of the principle of "who is responsible for the quality of the problems that arise, to seriously pursue the responsibility of negligent personnel.
The above is what I shared today, I hope it can help you.