CN204097889U - A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement - Google Patents
A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement Download PDFInfo
- Publication number
- CN204097889U CN204097889U CN201420531630.7U CN201420531630U CN204097889U CN 204097889 U CN204097889 U CN 204097889U CN 201420531630 U CN201420531630 U CN 201420531630U CN 204097889 U CN204097889 U CN 204097889U
- Authority
- CN
- China
- Prior art keywords
- former
- pile foundation
- newly
- platform cap
- increased
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Foundations (AREA)
Abstract
The utility model discloses a kind of piling and increase the built bridge abutment structure of platform cap composite reinforcement, it is characterized in that, comprising former abutment platform cap, newly-increased platform cap portion, former pile foundation, newly-increased pile foundation, former hard of hearing wall, new hard of hearing wall, new block, new breast boards; Newly-increased pile foundation is located at outside former pile foundation and rear side, and newly-increased pile foundation is connected by newly-increased platform cap portion with former pile foundation; Former crown portion is provided with grout hole and steam vent, bar planting, new block and new breast boards; Newly-increased platform cap portion is connected with former abutment platform cap by bar planting.The utility model takes full advantage of the structure of former pile foundation, newly-increased part being connected with former bridge abutment structure, strengthening the collaborative supporting capacity of new and old structure, improve the integrated carrying ability of bridge, having good economic technology benefit by implanting reinforcing bar.
Description
Technical field
The utility model relates to a kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement that can improve the longitudinal crack generation that new and old pile foundation and platform cap supporting capacity and globality, minimizing the old and new pile foundation and platform cap junction are brought out due to difference carrying simultaneously.Belong to bridge engineering field, be applicable to the pile foundation reinforcing construction engineering in all kinds of bridge engineering, be specially adapted to the reinforcing engineering of reorganization and expansion bridge, bridge pier and the excessive bridge of abutment length travel.
Background technology
At extensive new bridge construction simultaneously, remake old bridge project also constantly advances enforcement, and the transformation of existing building is thus lifted to remarkable position, needs to take necessary reinforcement measure to meet new using function requirement in considerable part old building transformation process.Moreover part engineering (be included in building and newly build up engineering) causes workmanship to there is certain defect because of various reasons, can meet structural safety and instructions for use after need carrying out consolidation process, this type of stabilization works presents and increases phenomenon year by year.
Bridge is the throat guaranteeing that highway is unimpeded, and its supporting capacity and the traffic capacity link up key completely.Old bridge supporting capacity is not enough, aging, breakage is a worldwide range problem.In recent ten years, traffic volume of highway rapid growth on the one hand, the vehicles of large-scale heavy duty get more and more, and need high-level bridge; On the other hand original highway bridge is because of aging, damaged and former design standard is on the low side, is difficult to the development meeting highway transportation.Pile foundation is railway, apply one of maximum base form in bridges in highway engineering.After bridge puts into effect, under upper load effect, often there is structural damage phenomenon; For bridge Reconstruction Project, often need carry out Strengthening Design to structure, pile body, and take corresponding Reinforcement.
At present, measure pile foundation being carried out to reinforcing has two kinds usually, and one is increase stake number reinforcement clump of piles method, and two is that original position heavily builds method.When taking piling process, though single-pile vertical orientation load can be reduced, but piling generally can only be added in the periphery of a clump of piles, a clump of piles is easily caused to be arranged irregular, when a clump of piles is reduced to plane rigid frame model, by forming the rigid frame that span is large, post number is few in a direction, cause it stressed larger, and the control stake become in a clump of piles, this is stressed also unreasonable to a clump of piles.The original position heavily method of building again sets pile body in former stake position, and the method construction period is longer, and comparatively large to pile peripheral earth moving, is unfavorable for the performance of Pile side soil body supporting capacity.
In sum, although in engineering more existing can be used for punishing that built bridge abutment structure is aging, the method for the problem of Lack of support, various defect, mostly need to destroy former bridge construction, and need to take the temporary traffic measures of control such as envelope road, less for bridge Road width or that traffic saturation degree is higher section is difficult to be suitable for; Increase when built bridge stake number reinforcement clump of piles method and original position heavily the method for building be difficult to solve load bang path and integral bridge sex chromosome mosaicism.
Given this, in order to enrich the method that built bridge abutment structure is reinforced, the problems such as the bang path be connected on after the built bridge strengthening of better solution and the globality of bridge, need badly at present invention a kind of can meet simultaneously reduce the structure influence of built bridge, the integrated carrying ability improving bridge, the piling not affecting the multipurpose such as normal traffic of its bridge and the built bridge abutment structure of increase platform cap composite reinforcement.
Summary of the invention
The purpose of this utility model provides a kind of and punishes the piling of the various defects such as built bridge abutment structure is aging, Lack of support and problem and the built bridge abutment structure of increase platform cap composite reinforcement, avoids the temporary traffic measures of control such as envelope road; Increase when solving built bridge stake number reinforcement clump of piles method and original position heavily the method for building be difficult to solve load bang path and integral bridge sex chromosome mosaicism; And speed of application is fast, effective.
In order to realize above-mentioned technical purpose, the utility model have employed following technical scheme:
A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement, is characterized in that, comprises former abutment platform cap, newly-increased platform cap portion, former pile foundation, newly-increased pile foundation, former hard of hearing wall, new hard of hearing wall, new block, new breast boards; Newly-increased pile foundation is located at outside former pile foundation and rear side, and newly-increased pile foundation is connected by newly-increased platform cap portion with former pile foundation; Former crown portion is provided with grout hole and steam vent, bar planting, new block and new breast boards; Newly-increased platform cap portion is connected with former abutment platform cap by bar planting.
Described bar planting is located at bottom former pile foundation side and former abutment platform cap, side, and bar planting is connected with the structure reinforcing bars phase colligation of newly-increased platform cap portion.
Described grout hole and steam vent are arranged at the design attitude of new block and new breast boards, and new block is connected with platform cap by the mode implanting reinforcing bar in grout hole with steam vent with the structure reinforcing bars of new breast boards.
Described piling and the construction method increasing the built bridge abutment structure of platform cap composite reinforcement, mainly comprise the following steps:
1) treatment construction is on-the-spot: as requested around former pile foundation to ground in construction area, underground obstacle will remove and be disposed, soil excavation control point is established in survey, unwrapping wire is positioned with transit, excavating sideline is spread out with lime, excavation ground is extremely apart from 1 ~ 2m place at the bottom of former abutment platform cap, expose whole former abutment platform cap and former pile foundation stake top portion, the soil dug out is transported, the soil around former pile foundation pile body and former abutment platform cap is cleaned out;
2) former pile foundation process: after clear stake, former pile foundation pile body is detected, detect pile body whether defectiveness, as defectiveness, analyzing defect reason, takes the corresponding cementation of fissures, increasing section size to pile body, sets up the reinforcement measures such as firm sleeve pipe;
3) abutment increases pile foundation construction newly: according to design drawing, adopts non-soil compaction technique complement pile foundation, according to the Reasonable Arrangement of stake position, outside former pile foundation and each make a call to a newly-increased pile foundation below;
4) newly-increased platform cap portion construction: in former abutment platform cap side, bottom surface and former pile foundation stake side dabbing, boring, the mode of chemically-planted steel bar is adopted to implant reinforcing bar, colligation increases the distributing bar of platform cap portion newly, distributing bar is connected with implantation reinforcing bar, form an entirety, then install template and build newly-increased platform cap portion concrete.Former abutment platform cap is drilled with grout hole and steam vent, and pour into newly-increased platform cap portion concrete bottom former cap by grout hole, the gas produced in filling concrete process is discharged by steam vent;
5) hard of hearing wall, breast boards and block construction: implantation reinforcing bar is set in grout hole and steam vent, implanting reinforcing bar adopts the mode of chemically-planted steel bar to implant, implant reinforcing bar to link with the structure reinforcing bars colligation of new block and new breast boards, then formwork erection builds new hard of hearing wall, new breast boards and new block.
the utility model has following characteristics:
1, improve its structural bearing performance by piling, by increasing bridge former abutment platform cap depth of section and width, connecting the old and new's pile foundation, to make load effectively transmit to new piling base, achieving the collaborative carrying of the old and new's pile foundation.
2, around former abutment platform cap, adopt the symmetrical complement pile foundation of non-soil compaction technique, pile foundation position is determined according to upper load distribution situation, makes every effort to the centre of form and the upper load center superposition that realize new and old pile foundation, thus effectively plays the supporting capacity of each position pile body.
3, in former abutment platform cap side, ground and stake top new platform cap scope dabbing, implant reinforcing bar, after the skeleton reinforcing steel bar that colligation increases platform cap portion newly and distributing bar, formwork erection builds newly-increased platform cap portion concrete, makes new-old concrete shape in aggregates.
4, the overall structure of bridge construction is constructed according to designing requirement, and can meet load design requirement, and the construction of newly-increased especially pile foundation and newly-increased platform cap will be ensured according to technological means such as numerical simulations, makes every effort to the cooperative bearing ensureing the old and new's structure.
5, the construction of new block and new breast boards utilizes the grout hole of building newly-increased platform cap and steam vent to arrange bar planting, decreases bar planting boring workload and block and breast boards and platform cap are connected firmly.
Accompanying drawing explanation
Fig. 1 is piling and the built bridge abutment structure facade structures figure of increase platform cap composite reinforcement;
Fig. 2 is piling and the built bridge abutment structure plane structure chart of increase platform cap composite reinforcement;
In figure: 1-former abutment platform cap, the former pile foundation of 2-, 3-increases pile foundation newly, 4-former pile foundation stake side bar planting, the former pile foundation of 5-increases pile body, bar planting bottom 6-former abutment platform cap, the side bar planting of 7-former abutment platform cap, 8-cushion block, 9-steam vent, 10-grout hole, 11-increases platform cap portion newly, the new block bar planting of 12-, the new block of 13-, the new breast boards bar planting of 14-, the new breast boards of 15-, the new hard of hearing wall of 16-, the former hard of hearing wall of 17-.
Detailed description of the invention
Treatment construction is on-the-spot, former pile foundation process time detection technique and reinforcing technique, abutment increase the design parameters of pile foundation construction and construction requirement, newly-increased platform cap portion working design parameter and construction requirement, hard of hearing wall, breast boards and block working design parameter and construction requirement, chemically-planted steel bar requirement etc. newly, be not repeated in present embodiment, emphasis sets forth the embodiment that the utility model relates to structure.
Fig. 1 is the utility model piling is the utility model piling and the built bridge abutment structure plane structure chart of increase platform cap composite reinforcement with increasing platform cap composite reinforcement built bridge abutment structure facade structures figure, Fig. 2.With reference to shown in Fig. 1, Fig. 2, the bridge of required reinforcing is two-way Four-Lane Road Class II highway bridge, and overall structure comprises former abutment platform cap 1, former pile foundation 2, newly-increased pile foundation 3, former pile foundation stake side bar planting 4, former pile foundation increases pile body 5, bar planting 6 bottom former abutment platform cap, former abutment platform cap side bar planting 7, cushion block 8, steam vent 9, grout hole 10, newly-increased platform cap portion 11, new block bar planting 12, new block 13, new breast boards bar planting 14, new breast boards 15, new hard of hearing wall 16, former hard of hearing wall 17.
Former pile foundation 2 after testing after, corresponding repairing measures is adopted to repair according to testing result, the general method increasing pile body that adopts is repaired, in former pile foundation 2 side dabbing, boring, and the method that have employed chemically-planted steel bar implants former pile foundation stake side bar planting 4, after tied framework reinforcing bar, formwork erection concreting forms former pile foundation and increases pile body 5 in former pile foundation 2.Simultaneously in the bottom of former abutment platform cap 1 and side dabbing, boring, and adopt the mode of chemically-planted steel bar, implant bar planting 6 and former abutment platform cap side bar planting 7 bottom former abutment platform cap.
Newly-increased pile foundation 3 lays principle according to the stake position of designing requirement, the symmetrical complement of non-soil compaction technique is adopted to be distributed in outside and the rear side of former pile foundation 2, Pile Diameter and the construction depth of newly-increased pile foundation 3 are determined according to designing requirement, and former pile foundation should be greater than, treat that newly-increased pile foundation 3 concrete strength reaches 75% of design strength and carries out newly-increased platform cap portion 11 with top and construct.And sandbag piling prepressing is carried out in newly-increased pile foundation 3, precompressed unloading later in 7 days, carries out subsequent construction.
Newly-increased pile foundation 3 is connected by newly-increased platform cap portion 11 with former pile foundation 2, and newly-increased platform cap portion 11 is connected with former abutment platform cap 1 by implanting reinforcing bar; The distributing bar of newly-increased platform cap portion 11 is connected with former abutment platform cap side bar planting 7 colligation with bar planting 6 bottom former abutment platform cap, and newly-increased platform cap portion 11 edge arranges cushion block 8, rear formwork erection; Meanwhile, steam vent 9 and grout hole 10 is provided with, by grout hole 10 to newly-increased platform cap portion 11 concreting at former abutment platform cap 1 top.Treat that the concrete of newly-increased platform cap portion 11 reaches more than 80% of design strength and can carry out new hard of hearing wall 16, new breast boards 15 and new block 13 and construct.
Chemically-planted steel bar is adopted to be provided with new block bar planting 12 and new breast boards bar planting 14 at steam vent 9 and grout hole 10 place, the distributing bar of the new block of colligation 13 and new breast boards 15 is new, concreting, form new block 13 and new breast boards 15 etc., the new hard of hearing wall construction reinforcing bar of last colligation, concreting, forms new hard of hearing wall 16.
Above-mentioned piling and the construction method increasing the built bridge abutment structure of platform cap composite reinforcement, mainly comprise the following steps:
1) treatment construction is on-the-spot: as requested around former pile foundation 2 to ground in construction area, underground obstacle will remove and be disposed, soil excavation control point is established in survey, unwrapping wire is positioned with transit, excavating sideline is spread out with lime, excavation ground is extremely apart from former abutment platform cap 1 end 1 ~ 2m place, expose whole former abutment platform cap 1 and former pile foundation 2 top portion, the soil dug out is transported, the soil around former pile foundation 2 pile body and former abutment platform cap 1 is cleaned out.
2) former pile foundation 2 processes: after clear stake, detect former pile foundation 2 pile body, and detect pile body whether defectiveness, as defectiveness, analyzing defect reason, takes the corresponding cementation of fissures, increasing section size to pile body, set up the reinforcement measures such as firm sleeve pipe.
3) abutment increases pile foundation 3 newly and constructs: according to design drawing, adopt non-soil compaction technique complement pile foundation, according to the Reasonable Arrangement of stake position, outside former pile foundation 2 and each make a call to a newly-increased pile foundation 3 below.
4) newly-increased platform cap portion 11 is constructed: in former abutment platform cap 1 side, bottom surface and former pile foundation stake side dabbing, boring, the mode of chemically-planted steel bar is adopted to implant reinforcing bar, colligation increases the distributing bar of platform cap portion newly, distributing bar is connected with implantation reinforcing bar, form an entirety, then install template and build newly-increased platform cap portion 11 concrete.Former abutment platform cap 1 is drilled with grout hole 10 and steam vent 9, and pour into newly-increased platform cap portion concrete bottom former cap by grout hole 10, the gas produced in filling concrete process is discharged by steam vent 9.
5) hard of hearing wall, breast boards and block construction: implantation reinforcing bar is set in grout hole 10 and steam vent 9, implanting reinforcing bar adopts the mode of chemically-planted steel bar to implant, implant reinforcing bar to link with the structure reinforcing bars colligation of new block 13 and new breast boards 15, then formwork erection builds new hard of hearing wall 16, new breast boards 15 and new block 13.
Claims (3)
1. piling and the built bridge abutment structure of increase platform cap composite reinforcement, is characterized in that, comprises former abutment platform cap, newly-increased platform cap portion, former pile foundation, newly-increased pile foundation, former hard of hearing wall, new hard of hearing wall, new block, new breast boards; Newly-increased pile foundation is located at outside former pile foundation and rear side, and newly-increased pile foundation is connected by newly-increased platform cap portion with former pile foundation; Former crown portion is provided with grout hole and steam vent, bar planting, new block and new breast boards; Newly-increased platform cap portion is connected with former abutment platform cap by bar planting.
2. piling according to claim 1 and the built bridge abutment structure of increase platform cap composite reinforcement, it is characterized in that described bar planting is located at bottom former pile foundation side and former abutment platform cap, side, bar planting is connected with the structure reinforcing bars phase colligation of newly-increased platform cap portion.
3. piling according to claim 1 and the built bridge abutment structure of increase platform cap composite reinforcement, it is characterized in that grout hole and steam vent are arranged at the design attitude of new block and new breast boards, new block is connected with platform cap by the mode implanting reinforcing bar in grout hole with steam vent with the structure reinforcing bars of new breast boards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420531630.7U CN204097889U (en) | 2014-09-16 | 2014-09-16 | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420531630.7U CN204097889U (en) | 2014-09-16 | 2014-09-16 | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204097889U true CN204097889U (en) | 2015-01-14 |
Family
ID=52266332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420531630.7U Active CN204097889U (en) | 2014-09-16 | 2014-09-16 | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204097889U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568871A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for building temporary abutment of emergency bridge by using containers |
| CN106884377A (en) * | 2017-04-13 | 2017-06-23 | 重庆正达工程咨询有限公司 | A kind of abutment prestressed reinforcement frame mounting and reinforcement means |
| CN109487785A (en) * | 2018-12-25 | 2019-03-19 | 贵州建工集团第四建筑工程有限责任公司 | Combined type ruggedized construction and its construction method based on building pile foundation |
| CN110016869A (en) * | 2019-04-23 | 2019-07-16 | 孙璐 | The improved method that deck installation structure designs when a kind of bridge widening |
-
2014
- 2014-09-16 CN CN201420531630.7U patent/CN204097889U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568871A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for building temporary abutment of emergency bridge by using containers |
| CN105568871B (en) * | 2015-12-15 | 2018-01-12 | 中国人民解放军军事交通学院 | A kind of method based on using the interim abutment construction of container progress emergency bridge |
| CN106884377A (en) * | 2017-04-13 | 2017-06-23 | 重庆正达工程咨询有限公司 | A kind of abutment prestressed reinforcement frame mounting and reinforcement means |
| CN109487785A (en) * | 2018-12-25 | 2019-03-19 | 贵州建工集团第四建筑工程有限责任公司 | Combined type ruggedized construction and its construction method based on building pile foundation |
| CN109487785B (en) * | 2018-12-25 | 2024-05-31 | 贵州建工集团第四建筑工程有限责任公司 | Combined reinforcing structure based on building pile foundation and construction method thereof |
| CN110016869A (en) * | 2019-04-23 | 2019-07-16 | 孙璐 | The improved method that deck installation structure designs when a kind of bridge widening |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104294769B (en) | A kind of piling and the construction method increasing the built bridge abutment structure of platform cap composite reinforcement | |
| CN106499413B (en) | A kind of Shallow-buried section tunnel stratum consolidation construction method | |
| CN106522242B (en) | For soft stratum close to underground structure foundation pit supporting system construction method | |
| CN103696784B (en) | Large-diameter long pipe curtain construction method for shallowly-buried large-span under-tunnel-passing architectural structure | |
| CN105736001B (en) | A kind of construction method using prefabricated parts subway station | |
| CN101509261B (en) | Method for pile plate base for ultra-high voltage electric power line steel tower on soft foundation | |
| CN206956742U (en) | High precipitous rock roadbed side slope repair system | |
| CN102758458B (en) | Underground continuous wall repairing method | |
| CN105804119A (en) | Underground corridor structure with dual-purpose pile foundations and construction method of underground corridor structure | |
| CN107419731A (en) | A kind of board-like double-row pile foundation pit support structure of counterfort and its construction method | |
| CN204097889U (en) | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement | |
| CN102505704A (en) | Large open caisson construction method in soft geological shaft | |
| CN105780719A (en) | Heightened construction method for active service stone building bank protecting wall | |
| CN104947681A (en) | Super large super deep basement ground pit construction method | |
| CN205024712U (en) | Combined tower crane foundation | |
| CN109898521A (en) | A kind of anchored pile supporting and construction method for foundation pit external corner | |
| CN204825867U (en) | As composite pile structure of secretly digging garage stand | |
| CN111622234B (en) | Unloading type thin-wall box-type retaining wall supported by obliquely and vertically combined steel pipe pile and construction process | |
| CN102966109A (en) | Method for constructing zonal deep foundation pit bottom sealing of soft soil foundation | |
| CN101215840A (en) | Airplane type foundation reinforcing and prestressing method | |
| CN203891047U (en) | Equipment equipped with steel platform for foundation construction of land bridge | |
| CN105484270A (en) | Reinforcement protection construction method of high steep old rubble retaining wall adjacent to deep foundation pit | |
| CN206385549U (en) | For soft stratum close to underground structure foundation pit supporting system | |
| CN205977233U (en) | Tunnel lock foot spouts pilework soon | |
| CN103866788A (en) | Retaining wall reformation method for column type bridge abutment foreslope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Xiuling Inventor after: Wu Desheng Inventor after: Wan Li Inventor after: Cong Ruhui Inventor after: Li Ji Inventor after: He Hui Inventor after: Zhang Lei Inventor after: Shen Yuewu Inventor after: Ling Hongyi Inventor before: Zhang Xiuling Inventor before: Wu Desheng Inventor before: Wan Li |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHANG XIULING WU DESHENG WAN LI TO: ZHANG XIULING WU DESHENG WAN LI CONG RUHUI LI JI HE HUI ZHANG LEI SHEN YUEWU LING HONGYI |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 230041 Suixi Road, Anhui, China, No. 310, No. Patentee after: Anhui traffic construction Limited by Share Ltd Address before: 230041 No. 310, Suixi Road, Luyang District, Anhui, Hefei Patentee before: ANHUI GOURGEN TRAFFIC CONSTRUCTION CO., LTD. |