CN201214768Y - Pier stud through type coping template support - Google Patents
Pier stud through type coping template support Download PDFInfo
- Publication number
- CN201214768Y CN201214768Y CNU2008200673942U CN200820067394U CN201214768Y CN 201214768 Y CN201214768 Y CN 201214768Y CN U2008200673942 U CNU2008200673942 U CN U2008200673942U CN 200820067394 U CN200820067394 U CN 200820067394U CN 201214768 Y CN201214768 Y CN 201214768Y
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- pier stud
- round steel
- steel
- pier
- preformed hole
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- Expired - Fee Related
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Abstract
The utility model discloses a supporting seat of a cover girder template of a type for penetrating a pier which includes a pier and is characterized in that a preformed hole manufactured by PVC is arranged on the pier; a piece of round steel the two ends of which extend out of the pier with the same length is preserved in the preformed hole as a shoulder pole girder; a stool-type steel plate holder is arranged on the top surface at the two ends of the shoulder pole girder; the inner diameter of a PVC pipe is a litter larger than the outer diameter of the round steel; besides, a bamboo chock and a steel pin are respectively used for fixing the round steel and the stool-type steel plate holder for forming the stable supporting seat of the cover girder template which supports the construction load transmitted from a steel longeron. The supporting seat of a cover girder template fully takes use of the advantages of large supporting capacity and small section of the round steel, can effectively solve the section area of the preformed hole of the pier and is easily drawn out after construction for realizing circulated utilization. The supporting holder has a simple structure, is easily manufactured, is conveniently mounted and dismounted, is safe and reliable as well as has a low cost and a broad application range.
Description
Technical field
The utility model relates to technical field of bridge construction, especially a kind of pier stud formula bent cap template supporting base of wearing.
Background technology
The support supporting form of the high pier capping beam template of queen post, generally be template directly fall within be laid on (direction across bridge) shaped steel longeron end face (along bridge to) some wooden crossbeam on, the distributed load that the shaped steel longeron bears drops on and is provided with on the supporting base that stow-wood unloads pad, bears whole working load by supporting base at last.At present, the supporting base form of supporting bent cap template mainly contains following several: one, adopt steel scaffold building full framing to make supporting base, this kind form ground that need harden uses steel scaffold quantity big, sets up time-consumingly, and supporting force is limited; Two, set up bracket in the pier stud both sides and make supporting base, this method is wanted tailored template when pier stud is constructed, bracket will be cut behind the worker, influences the pier stud outward appearance; Three, use the ladle hoop to make supporting base, this method ladle hoop needs fine finishining, and is confined to the pier stud of column type.
Summary of the invention
The purpose of this utility model provides a kind of simple in structure, and is easy to manufacture, easy for installation, safe and reliable, supporting base with low cost.
The technical solution of the utility model is for this reason: wear pier stud formula bent cap template supporting base, comprise pier stud, it is characterized in that: on pier stud, be provided with preformed hole, be provided with two ends in the preformed hole and stretch out the equal shaped steel of the outer length of pier stud as shoulder pole girder, the end face at the shoulder pole girder two ends is provided with a stool formula steel plate seat.
Improvement to such scheme is: the preformed hole of described pier stud is that pvc pipe is made, shoulder pole girder is round steel, and the pvc pipe internal diameter is bigger slightly than round steel external diameter.
Further improvement of these options is: the end, two ends of described round steel respectively is provided with an alignment pin that is connected with the stool formula steel plate seat outside with corresponding position, round steel termination.
Further improvement of these options is: the oblique subtend in the gap between described round steel and the preformed hole is provided with the bamboo timber wedge that clamps usefulness.
Beneficial effect:
The utility model has made full use of that the shaped steel bearing value is big, and the cross section is little, can effectively reduce pier stud preformed hole sectional area, and is easy to behind the worker extract out, realizes recycling.All material kind model market extensively, easily purchase, easily processing.The pier stud preformed hole adds the grains of sand with pvc pipe to be made, and cost is low; Set link position is fixing with firm supporting base with steel pin, and is for convenience detach recycling, and the oblique subtend jam-pack of bamboo timber wedge gap is temporary fixed round steel, and is effectively simple.In addition, when installing, use each parts loop wheel machine or reversible chain block all can finish, and easy and simple to handle.The utility model not only can be applicable to that conventional cylinder and the high pier capping beam template of square column make supporting base, and also can be suitable for similar various pier stud, can satisfy the needs of multiple pier stud formula bridge construction.
Description of drawings
Fig. 1 is an elevational schematic view of the present utility model.
Fig. 2 is a side schematic view of the present utility model.
Fig. 3 is the schematic diagram that A is ordered among the utility model Fig. 1.
The specific embodiment
As shown in Figure 1 to Figure 3, number in the figure: the 1st, pier stud, the 2nd, pvc pipe, the 3rd, round steel, the 4th, stool formula steel plate seat, the 5th, bamboo timber wedge, the 6th, steel pin, the 7th, steel pin hole, the 8th, stow-wood unloads pad, the 9th, and shaped steel longeron, the 10th is to drawing reinforcing bar, the 11st, wooden crossbeam, the 12nd, bridge pier bent cap, the 13rd, diagonal brace block seat.
Its preformed hole lining can be made with pvc pipe, to make things convenient for passing of round steel; Shoulder pole girder can be connected with the steel pin hole with stool formula steel plate seat link position; Interim bamboo timber wedge of using is fixed round steel in preformed hole, to form a firm supporting seat.
Imbed in the position that pier stud 1 is determined during construction an internal diameter than round steel external diameter big 10-20mm's and fill up the pvc pipe 2 of sand grains, make preformed hole, rely on the main muscle of pier stud 1 accurately to fix it in the pier stud center vertically and horizontal level simultaneously.Behind pier stud 1 stripping, remove the sand grains in the clean pvc pipe 2, penetrate round steel 3, and the steel pin hole 7 of round steel 3 terminations is transferred to the level position, the gap between round steel 3 and pvc pipe 2 can temporary fixed round steel 3 along 45 degree diagonally opposing corners bamboo timber wedge 5 jam-packs then.After round steel 3 is fixed, stool formula steel plate seat 4 is placed round steel 3 end faces, the steel pin hole 7 of round steel 3 terminations and the steel pin hole of 4 liang of battered leg correspondences of stool formula steel plate seat are together in series, prevent that stool formula steel plate seat 4 from rotating around round steel 3, forms a firm supporting base with this with steel pin 6.And then way routinely unloads pad 8 at stool formula steel plate seat 4 end faces placement stow-wood, stow-wood unloads pad 8 end faces and places shaped steel longeron 9, between two shaped steel longerons 9 (present embodiment is an i iron), use simultaneously drawing reinforcing bar 10 to be fixedly clamped, according to the template size of bridge pier bent cap 12, the template support of laying some wooden crossbeams 11 and utilizing diagonal brace block seat 13 to finish bridge pier bent cap 12 at shaped steel longeron 9 end faces supports at last.
Claims (4)
1, wear pier stud formula bent cap template supporting base, comprise pier stud, it is characterized in that: be provided with preformed hole on pier stud, be provided with two ends in the preformed hole and stretch out the equal shaped steel of the outer length of pier stud as shoulder pole girder, the end face at the shoulder pole girder two ends is provided with a stool formula steel plate seat.
2, the pier stud formula bent cap template supporting base of wearing according to claim 1 is characterised in that: the preformed hole of described pier stud is that pvc pipe is made, and shoulder pole girder is a round steel, and the pvc pipe internal diameter is bigger slightly than round steel external diameter.
3, the pier stud formula bent cap template supporting base of wearing according to claim 2 is characterized in that: the end, two ends of described round steel respectively is provided with an alignment pin that is connected with the stool formula steel plate seat outside with corresponding position, round steel termination.
4, the pier stud formula bent cap template supporting base of wearing according to claim 2 is characterized in that: the oblique subtend in described space between round steel and pvc pipe is provided with the bamboo timber wedge that clamps usefulness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200673942U CN201214768Y (en) | 2008-05-19 | 2008-05-19 | Pier stud through type coping template support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200673942U CN201214768Y (en) | 2008-05-19 | 2008-05-19 | Pier stud through type coping template support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201214768Y true CN201214768Y (en) | 2009-04-01 |
Family
ID=40519975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200673942U Expired - Fee Related CN201214768Y (en) | 2008-05-19 | 2008-05-19 | Pier stud through type coping template support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201214768Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101935982A (en) * | 2010-08-11 | 2011-01-05 | 中铁三局集团有限公司 | Method for setting up bent cap form bracket of isolated pier |
| CN102277834A (en) * | 2011-05-10 | 2011-12-14 | 吴江市明港道桥工程有限公司 | Construction bracket of bridge capping beam |
| CN102330496A (en) * | 2010-07-12 | 2012-01-25 | 无锡圣泰建筑模板有限公司 | Steel mold main support top seat for building |
| CN103290783A (en) * | 2013-06-02 | 2013-09-11 | 福建省华航建设工程有限公司 | Bridge upright supporting bracket |
| CN106120562A (en) * | 2016-07-08 | 2016-11-16 | 杭州市市政工程集团有限公司 | Overpass rod iron bracket bent cap support for shuttering integral hoisting construction method |
| CN108643047A (en) * | 2018-05-18 | 2018-10-12 | 中铁十六局集团第四工程有限公司 | A kind of lower support built-in fitting of large bridge bracket |
| CN110629683A (en) * | 2019-10-08 | 2019-12-31 | 山东省路桥集团有限公司 | Composite assembling type bridge cantilever construction bracket |
-
2008
- 2008-05-19 CN CNU2008200673942U patent/CN201214768Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330496A (en) * | 2010-07-12 | 2012-01-25 | 无锡圣泰建筑模板有限公司 | Steel mold main support top seat for building |
| CN102330496B (en) * | 2010-07-12 | 2015-11-25 | 无锡圣泰建筑模板有限公司 | A kind of steel form for buildings main brace footstock |
| CN101935982A (en) * | 2010-08-11 | 2011-01-05 | 中铁三局集团有限公司 | Method for setting up bent cap form bracket of isolated pier |
| CN101935982B (en) * | 2010-08-11 | 2011-11-16 | 中铁三局集团有限公司 | Method for setting up bent cap form bracket of isolated pier |
| CN102277834A (en) * | 2011-05-10 | 2011-12-14 | 吴江市明港道桥工程有限公司 | Construction bracket of bridge capping beam |
| CN103290783A (en) * | 2013-06-02 | 2013-09-11 | 福建省华航建设工程有限公司 | Bridge upright supporting bracket |
| CN106120562A (en) * | 2016-07-08 | 2016-11-16 | 杭州市市政工程集团有限公司 | Overpass rod iron bracket bent cap support for shuttering integral hoisting construction method |
| CN108643047A (en) * | 2018-05-18 | 2018-10-12 | 中铁十六局集团第四工程有限公司 | A kind of lower support built-in fitting of large bridge bracket |
| CN110629683A (en) * | 2019-10-08 | 2019-12-31 | 山东省路桥集团有限公司 | Composite assembling type bridge cantilever construction bracket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA RAILROAD 11 BUREAU GROUP CO. LTD. Effective date: 20130124 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130124 Address after: 442013 Shiyan city of Hubei province whitecaps Road No. 99 Patentee after: NO.2 ENGINEERING CO., LTD. OF CHINA RAILWAY CONSTRUCTION 11 BUREAU GROUP Patentee after: China Railroad 11 Bureau Group Co., Ltd. Address before: 442013 Shiyan city of Hubei province whitecaps Road No. 99 Patentee before: NO.2 ENGINEERING CO., LTD. OF CHINA RAILWAY CONSTRUCTION 11 BUREAU GROUP |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090401 Termination date: 20130519 |