CN209958213U - Bent cap construction support of column pier - Google Patents
Bent cap construction support of column pier Download PDFInfo
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- CN209958213U CN209958213U CN201920632551.8U CN201920632551U CN209958213U CN 209958213 U CN209958213 U CN 209958213U CN 201920632551 U CN201920632551 U CN 201920632551U CN 209958213 U CN209958213 U CN 209958213U
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- pier
- bent cap
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- cross beams
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 4
- 229910052802 copper Inorganic materials 0.000 claims description 4
- 239000010949 copper Substances 0.000 claims description 4
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a bent cap construction support of a column pier, which comprises a pier and a support piece arranged at the top of the pier, wherein the bent cap support structure also comprises two crossbeams, a plurality of distribution beams, a plurality of regulating blocks and two bottom side mold brackets; the two cross beams are fixed on the top of the supporting piece in parallel; the distribution beams are arranged on the two cross beams in parallel and at equal intervals; the two bottom edge mold brackets are arranged between the lower parts of the two sides of the cover beam and the cross beam; a plurality of adjusting block pads are arranged between the bottom surface of each distribution beam and the top surfaces of the two cross beams; each adjusting block is composed of two wedge-shaped blocks which are stacked in a mode that inclined planes are opposite. The utility model discloses a bent cap construction support can accelerate the construction speed greatly, has practiced thrift the cost, has improved the quality of pouring of pier bent cap.
Description
Technical Field
The utility model relates to a bent cap construction support of column pier.
Background
In bridge design, a pillar pier is a commonly adopted structural form. For simply supported bridges, the pier capping beam is an important member for bearing up and down. In the process of building a bridge, the key point of the bent cap construction is the design and installation of the bent cap bracket, which directly influences the quality and safety of the bent cap construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect and provide a bent cap supporting structure of column pier, it can accelerate the construction speed greatly, has practiced thrift the cost, has improved the quality of pouring of pier bent cap.
The purpose of the utility model is realized like this: a bent cap construction support for a column pier comprises a pier and a support piece arranged at the top of the pier; the bent cap support structure also comprises two cross beams, a plurality of distribution beams, a plurality of adjusting blocks and two bottom side die brackets;
the two cross beams are fixed on the top of the supporting piece in parallel;
the distribution beams are arranged on the two cross beams in parallel and at equal intervals;
the two bottom edge mold brackets are arranged between the lower parts of the two sides of the cover beam and the cross beam;
a plurality of adjusting block pads are arranged between the bottom surface of each distribution beam and the top surfaces of the two cross beams; each adjusting block is composed of two wedge-shaped blocks which are stacked in a mode that inclined planes are opposite.
The bent cap construction support of the column pier is characterized in that the support piece is a hoop.
The capping beam construction support for the column pier is characterized in that the hoop is two half annular copper plates which are connected through bolts to form an annular hoop around the outer side of the pier.
In the capping beam construction bracket for the column pier, the cross beam is a 50- # I-steel; and channel steel is welded between the two cross beams for fastening.
The bent cap construction support for the column pier is characterized in that the distribution beams are 14-number I-shaped steel, and the distance between every two adjacent distribution beams is 40 cm.
The utility model discloses a bent cap supporting structure of column type pier, the construction is simple, and the input is few, and easily installation is dismantled, and easily control makes the construction progress and the construction quality of bridge effectively guaranteed, can accelerate the construction speed greatly, has practiced thrift the cost, has improved the quality of pouring of pier bent cap.
Drawings
Fig. 1 is the utility model discloses a capping beam construction support's of column pier structure schematic diagram.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
Referring to fig. 1, the capping beam bracket structure for a column pier of the present invention includes a pier 1, a support member 2, two cross beams 3, a plurality of distribution beams 4, a plurality of adjustment blocks 5, and two bottom side form brackets 6; wherein:
the support piece 2 is arranged at the top of the pier 1;
two beams 3 are fixed on the top of the support 2 in parallel; the beam is a 50-size I-steel; channel steel is welded between the two cross beams 3 for fastening, so that slippage is prevented;
a plurality of distribution beams 4 are arranged on the two cross beams 3 in parallel and at equal intervals; the distribution beams 4 are 14-size I-steel, and the distance between every two adjacent distribution beams 4 is 40 cm;
the two bottom edge mold brackets 6 are arranged between the lower parts of the two sides of the bent cap 7 and the cross beam 3;
a plurality of adjusting blocks 5 are padded between the bottom surface of each distribution beam 4 and the top surfaces of the two cross beams 3, and each adjusting block 5 is composed of two wedge-shaped blocks which are stacked in a manner that the inclined surfaces are opposite.
The utility model discloses a support piece 2 adopts the staple bolt, and the staple bolt is two halves annular copper, and this two halves annular copper passes through bolted connection and becomes annular staple bolt setting around the outside of column pier 1.
The utility model discloses a bent cap construction support of column pier, when construction bent cap 7, the dead weight of concrete, template and construction load etc. transmit to crossbeam 3 through distribution roof beam 4 and base mould bracket 6 on, and crossbeam 3's load is undertaken by two fulcrums, is a staple bolt on 1 to the column pier respectively. And laying a bent cap bottom die on the erected bent cap construction support according to the designed elevation, uniformly laying concrete gaskets, and leveling the bent cap bottom die by using the adjusting block 5 to pour the concrete of the bent cap 7.
The above embodiments are provided only for the purpose of illustration, not for the limitation of the present invention, and those skilled in the relevant art can make various changes or modifications without departing from the spirit and scope of the present invention, therefore, all equivalent technical solutions should also belong to the scope of the present invention, and should be defined by the claims.
Claims (5)
1. A bent cap construction support for a column pier comprises a pier and a support piece arranged at the top of the pier, and is characterized in that the bent cap support structure further comprises two cross beams, a plurality of distribution beams, a plurality of adjusting blocks and two bottom side mold brackets;
the two cross beams are fixed on the top of the supporting piece in parallel;
the distribution beams are arranged on the two cross beams in parallel and at equal intervals;
the two bottom edge mold brackets are arranged between the lower parts of the two sides of the cover beam and the cross beam;
a plurality of adjusting block pads are arranged between the bottom surface of each distribution beam and the top surfaces of the two cross beams; each adjusting block is composed of two wedge-shaped blocks which are stacked in a mode that inclined planes are opposite.
2. The capping beam construction bracket for a pier stud according to claim 1, wherein the supporter is an anchor ear.
3. The capping construction bracket for a pier stud according to claim 2, wherein the anchor ear is two half ring-shaped copper plates connected by bolts to be annularly disposed around the outer side of the pier.
4. The capping beam construction bracket for a pier stud according to claim 1, wherein the cross beam is a 50-gauge i-steel; and channel steel is welded between the two cross beams for fastening.
5. The capping beam construction bracket for a pier stud according to claim 1, wherein the distribution beam is a 14-gauge h-beam, and a distance between adjacent distribution beams is 40 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920632551.8U CN209958213U (en) | 2019-05-05 | 2019-05-05 | Bent cap construction support of column pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920632551.8U CN209958213U (en) | 2019-05-05 | 2019-05-05 | Bent cap construction support of column pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209958213U true CN209958213U (en) | 2020-01-17 |
Family
ID=69244732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920632551.8U Active CN209958213U (en) | 2019-05-05 | 2019-05-05 | Bent cap construction support of column pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209958213U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705633A (en) * | 2020-06-19 | 2020-09-25 | 中铁大桥局上海工程有限公司 | Construction device and construction method for offshore low-pier cantilever cast-in-place bent cap |
| CN115070932A (en) * | 2022-06-23 | 2022-09-20 | 保利长大工程有限公司 | Prefabricating method of high-stability curved plate beam |
-
2019
- 2019-05-05 CN CN201920632551.8U patent/CN209958213U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705633A (en) * | 2020-06-19 | 2020-09-25 | 中铁大桥局上海工程有限公司 | Construction device and construction method for offshore low-pier cantilever cast-in-place bent cap |
| CN115070932A (en) * | 2022-06-23 | 2022-09-20 | 保利长大工程有限公司 | Prefabricating method of high-stability curved plate beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 200032 No. 139, Xuhui District, Shanghai, Pingjiang Road Patentee after: CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Patentee after: CCCC Third Aviation Bureau Sixth Engineering (Xiamen) Co.,Ltd. Patentee after: XIAMEN BRANCH OF CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Address before: 200032 No. 139, Xuhui District, Shanghai, Pingjiang Road Patentee before: CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Patentee before: CCCC Sanya (Xiamen) Engineering Co.,Ltd. Patentee before: XIAMEN BRANCH OF CCCC THIRD HARBOR ENGINEERING Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |