CN101949132A - Method for constructing independent pier capping beam template bracket - Google Patents
Method for constructing independent pier capping beam template bracket Download PDFInfo
- Publication number
- CN101949132A CN101949132A CN 201010508686 CN201010508686A CN101949132A CN 101949132 A CN101949132 A CN 101949132A CN 201010508686 CN201010508686 CN 201010508686 CN 201010508686 A CN201010508686 A CN 201010508686A CN 101949132 A CN101949132 A CN 101949132A
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- main beam
- mount pad
- hinge mount
- anchor ear
- semi
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- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000005266 casting Methods 0.000 claims description 8
- 210000005069 ears Anatomy 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000004064 recycling Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The invention discloses a building method of a template bracket of a capping beam of an independent pier, which solves the problem that the pouring quality of the capping beam of the pier is influenced by the settlement deformation of a capping beam bracket in the prior art. The method comprises the steps that two hinge mounting seats are welded in the middle of the outer side of a lower anchor ear (3) respectively, a front main beam supporting seat and a rear main beam supporting seat are welded in the middle of the outer side of an upper anchor ear (2) respectively, a left front oblique supporting beam (4) and a right front oblique supporting beam (6) are hinged between the front main beam (1) and the hinge mounting seats of the lower anchor ear (3), a triangular supporting frame of the rear main beam is built in the same method, a bent cap bottom die bracket (13) is placed between the front main beam (1) and the rear main beam, and a pier bent cap (14) is cast on the bent cap bottom die bracket (13). The invention greatly shortens the construction period and saves the cost.
Description
Technical field:
The present invention relates to a kind of civil engineering method, particularly a kind of building method of bent cap pattern carrier of the bridge pier bent cap of casting.
Background technology
Build in the process of bridge, the general constructure scheme of setting up support that adopts when casting bridge pier bent cap, this constructure scheme existence is built long in time limit, fund input is big, build the low shortcoming of used material recycling rate of waterused, simultaneously because the geological condition difference of construction site usually runs into surface settlement, cause the support sedimentation of setting up and be out of shape the casting quality that has badly influenced the bridge pier bent cap, brought potential safety hazard for the bridge of building.
Summary of the invention
The building method of isolated pier bent cap pattern carrier provided by the invention has solved the long in time limit of prior art existence, it is low to build used material recycling rate of waterused, and fund input support sedimentation and deformation big and that set up has badly influenced the technical problem of the casting quality of bridge pier bent cap.
The present invention solves above technical problem by the following technical programs:
The building method of isolated pier bent cap pattern carrier may further comprise the steps:
The first step is welded the first hinge mount pad and the second hinge mount pad respectively at two semi-circular outer middle side parts of anchor ear down, two semi-circular on the outer middle side part of anchor ear weld respectively before main beam supporting seat and back main beam supporting seat, below the two ends, the left and right sides of preceding main beam, weld the 3rd hinge mount pad and the 4th hinge mount pad respectively, below the two ends, the left and right sides of back main beam, weld the 5th hinge mount pad and the 6th hinge mount pad respectively;
Second step was being formed anchor ear under the annular with two semi-circular anchor ears down with the bolt clip in the middle of the bridge pier side, two semi-circular anchor ears of going up are formed anchor ear on the annular with the bolt clip in upper end, bridge pier side;
The middle part of the 3rd step with preceding main beam is fixed together below by bolt and preceding main beam supporting seat, the 3rd hinge mount pad that one end of the LAO brace summer left end by pin and preceding main beam welds below is hinged, the other end of LAO brace summer is hinged with the first hinge mount pad of the arranged outside of the preceding semi-ring of following anchor ear by pin, the 4th hinge mount pad that the right-hand member of one end of right front bearing diagonal beam and preceding main beam welds below is hinged, the other end of right front bearing diagonal beam is hinged with the first hinge mount pad of the arranged outside of the preceding semi-ring of following anchor ear;
The middle part of the 4th step with the back main beam is fixed together below by the back main beam supporting seat of bolt with the outside of the back semi-ring that is fixedly installed on anchor ear, the 5th hinge mount pad that one end of the left back bearing diagonal beam left end by pin and back main beam welds below is hinged, the other end of left back bearing diagonal beam is hinged with the second hinge mount pad of the arranged outside of the back semi-ring of following anchor ear by pin, the 6th hinge mount pad that the right-hand member of one end of right back bearing diagonal beam and back main beam welds below is hinged, the other end of right back bearing diagonal beam is hinged with the second hinge mount pad of the arranged outside of the back semi-ring of following anchor ear;
The 5th step was placed bent cap bed die carriage between preceding main beam and back main beam, at bent cap bed die carriage top casting bridge pier bent cap.
The present invention has shortened the construction period greatly, has saved cost, has improved the casting quality of bridge pier bent cap, convenient disassembly, material repeat usage height.
Description of drawings
Fig. 1 is the structural representation of the main apparent direction of the bent cap pattern carrier built of the present invention
Fig. 2 is the structural representation of the side-looking direction of the bent cap pattern carrier built of the present invention
The specific embodiment
The specific embodiment of the present invention is as follows:
The building method of isolated pier bent cap pattern carrier may further comprise the steps:
The first step is welded the first hinge mount pad 7 and the second hinge mount pad 8 respectively at two semi-circular outer middle side parts of anchor ear 3 down, two semi-circular on the outer middle side part of anchor ear 2 weld respectively before main beam 1 supporting seat 12 and back main beam supporting seat, below the two ends, the left and right sides of preceding main beam 1, weld the 3rd hinge mount pad 9 and the 4th hinge mount pad 10 respectively, below the two ends, the left and right sides of back main beam, weld the 5th hinge mount pad 11 and the 6th hinge mount pad respectively;
Second step was being formed anchor ear under the annular with two semi-circular anchor ear 3 usefulness bolt clips down in the middle of bridge pier 15 sides, two semi-circular anchor ear 2 usefulness bolt clips of going up are formed anchor ear on the annular in upper end, bridge pier 15 sides;
The middle part of the 3rd step with preceding main beam 1 is fixed together below by bolt and preceding main beam 1 supporting seat 12, the 3rd hinge mount pad 9 that one end of LAO brace summer 4 left end by pin and preceding main beam 1 welds below is hinged, the other end of LAO brace summer 4 is hinged with the first hinge mount pad 7 of the arranged outside of the preceding semi-ring of following anchor ear 3 by pin, the 4th hinge mount pad 10 that the right-hand member of one end of right front bearing diagonal beam 6 and preceding main beam 1 welds below is hinged, the other end of right front bearing diagonal beam 6 is hinged with the first hinge mount pad 7 of the arranged outside of the preceding semi-ring of following anchor ear 3;
The middle part of the 4th step with the back main beam is fixed together below by the back main beam supporting seat of bolt with the outside of the back semi-ring that is fixedly installed on anchor ear 2, the 5th hinge mount pad 11 that one end of left back bearing diagonal beam 5 left end by pin and back main beam welds below is hinged, the other end of left back bearing diagonal beam 5 is hinged with the second hinge mount pad 8 of the arranged outside of the back semi-ring of following anchor ear 3 by pin, the 6th hinge mount pad that the right-hand member of one end of right back bearing diagonal beam and back main beam welds below is hinged, the other end of right back bearing diagonal beam is hinged with the second hinge mount pad 8 of the arranged outside of the back semi-ring of following anchor ear 3;
The 5th step was placed bent cap bed die carriage 13 between preceding main beam 1 and back main beam, at bent cap bed die carriage 13 top casting bridge pier bent caps 14.
Bent cap template of the present invention adopts factory to formulate the shaped steel template, and template assembly takes side form and end die holder to fall within form on the bed die, and bolt connects.The tripod of bed die bottom and panel and backing strip are processed into integral body.
Claims (1)
1. the building method of an isolated pier bent cap pattern carrier may further comprise the steps:
The first step is welded the first hinge mount pad (7) and the second hinge mount pad (8) respectively at two semi-circular outer middle side parts of anchor ear (3) down, two semi-circular on the outer middle side part of anchor ear (2) weld preceding main beam (1) supporting seat (12) and back main beam supporting seat respectively, below the two ends, the left and right sides of preceding main beam (1), weld the 3rd hinge mount pad (9) and the 4th hinge mount pad (10) respectively, below the two ends, the left and right sides of back main beam, weld the 5th hinge mount pad (11) and the 6th hinge mount pad respectively;
Second step was being formed anchor ear under the annular with two semi-circular anchor ears (3) down with the bolt clip in the middle of bridge pier (15) side, two semi-circular anchor ears (2) of going up are formed anchor ear on the annular with the bolt clip in upper end, bridge pier (15) side;
The middle part of the 3rd step with preceding main beam (1) is fixed together below by bolt and preceding main beam (1) supporting seat (12), the 3rd hinge mount pad (9) that one end of LAO brace summer (4) left end by pin and preceding main beam (1) welds below is hinged, the other end of LAO brace summer (4) is hinged with the first hinge mount pad (7) of the arranged outside of the preceding semi-ring of following anchor ear (3) by pin, the 4th hinge mount pad (10) that the right-hand member of one end of right front bearing diagonal beam (6) and preceding main beam (1) welds below is hinged, the other end of right front bearing diagonal beam (6) is hinged with the first hinge mount pad (7) of the arranged outside of the preceding semi-ring of following anchor ear (3);
The middle part of the 4th step with the back main beam is fixed together below by the back main beam supporting seat of bolt with the outside of the back semi-ring that is fixedly installed on anchor ear (2), the 5th hinge mount pad (11) that one end of left back bearing diagonal beam (5) left end by pin and back main beam welds below is hinged, the other end of left back bearing diagonal beam (5) is hinged with the second hinge mount pad (8) of the arranged outside of the back semi-ring of following anchor ear (3) by pin, the 6th hinge mount pad that the right-hand member of one end of right back bearing diagonal beam and back main beam welds below is hinged, the other end of right back bearing diagonal beam is hinged with the second hinge mount pad (8) of the arranged outside of the back semi-ring of following anchor ear (3);
The 5th step was placed bent cap bed die carriage (13) between preceding main beam (1) and back main beam, at bent cap bed die carriage (13) top casting bridge pier bent cap (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010508686 CN101949132A (en) | 2010-10-18 | 2010-10-18 | Method for constructing independent pier capping beam template bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010508686 CN101949132A (en) | 2010-10-18 | 2010-10-18 | Method for constructing independent pier capping beam template bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101949132A true CN101949132A (en) | 2011-01-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010508686 Pending CN101949132A (en) | 2010-10-18 | 2010-10-18 | Method for constructing independent pier capping beam template bracket |
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| CN (1) | CN101949132A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102261042A (en) * | 2011-06-09 | 2011-11-30 | 四川川交路桥有限责任公司 | Cantilever diagonal bracing bracket for casting bridge pier cover beam |
| CN102277835A (en) * | 2011-05-10 | 2011-12-14 | 中铁九局集团有限公司 | Method for constructing single-column bent cap by adopting hoop and A-frame composite system |
| CN105484161A (en) * | 2015-12-14 | 2016-04-13 | 中铁十九局集团第二工程有限公司 | Method for constructing cast-in-place panel of T-shaped beam by using steel template |
| CN105803946A (en) * | 2016-05-12 | 2016-07-27 | 中铁十局集团第二工程有限公司 | Quickly adjustable bracket for cap beam and construction method of quickly adjustable bracket for cap beam |
| CN107100076A (en) * | 2017-02-27 | 2017-08-29 | 中铁十九局集团有限公司 | Cast-in-place bent cap construction method |
-
2010
- 2010-10-18 CN CN 201010508686 patent/CN101949132A/en active Pending
Non-Patent Citations (1)
| Title |
|---|
| 《研究与设计》 20070330 杜和军 独柱墩盖梁托架体系设计与计算 40-42 1 , 2 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102277835A (en) * | 2011-05-10 | 2011-12-14 | 中铁九局集团有限公司 | Method for constructing single-column bent cap by adopting hoop and A-frame composite system |
| CN102261042A (en) * | 2011-06-09 | 2011-11-30 | 四川川交路桥有限责任公司 | Cantilever diagonal bracing bracket for casting bridge pier cover beam |
| CN105484161A (en) * | 2015-12-14 | 2016-04-13 | 中铁十九局集团第二工程有限公司 | Method for constructing cast-in-place panel of T-shaped beam by using steel template |
| CN105803946A (en) * | 2016-05-12 | 2016-07-27 | 中铁十局集团第二工程有限公司 | Quickly adjustable bracket for cap beam and construction method of quickly adjustable bracket for cap beam |
| CN105803946B (en) * | 2016-05-12 | 2017-08-04 | 中铁十局集团第二工程有限公司 | A kind of bent cap can quick regulation support and its construction method |
| CN107100076A (en) * | 2017-02-27 | 2017-08-29 | 中铁十九局集团有限公司 | Cast-in-place bent cap construction method |
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Application publication date: 20110119 |