CN220183829U - Gravity type pier template supporting structure - Google Patents
Gravity type pier template supporting structure Download PDFInfo
- Publication number
- CN220183829U CN220183829U CN202321598890.1U CN202321598890U CN220183829U CN 220183829 U CN220183829 U CN 220183829U CN 202321598890 U CN202321598890 U CN 202321598890U CN 220183829 U CN220183829 U CN 220183829U
- Authority
- CN
- China
- Prior art keywords
- supporting
- supporting beam
- support
- pier template
- beams
- 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
- 230000005484 gravity Effects 0.000 title claims abstract description 43
- 238000010276 construction Methods 0.000 abstract description 2
- 238000005452 bending Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a gravity type bridge pier template supporting structure, which relates to the technical field of bridge construction. According to the utility model, through the arrangement of the first supporting beam, the bracket, the first supporting plate, the first supporting column and the clamping groove, the top of the first supporting beam and the bottom of the second supporting beam are respectively provided with the grooves, the first supporting beam and the second supporting beam are lapped together through the grooves so as to complete the connection between the supporting beams, meanwhile, the structural strength is increased through the first supporting plate, the first supporting column, the second supporting plate and the second supporting column, the connection between the supporting beams is dismounted in a lap joint mode, the bolt is reduced, the use and the operation are simple and convenient, and the structural strength is high and the stability is good.
Description
Technical Field
The utility model relates to the technical field of bridge construction, in particular to a gravity type bridge pier template supporting structure.
Background
The pier is mainly divided into two major types of gravity type piers and light-duty piers, and half gravity type piers adopt concrete placement to mould or become by Dan Zhuanqi, and gravity type cross-section and weight are great, mainly rely on self weight to balance external force to guarantee the intensity and the stability of pier, practice thrift the reinforcing bar simultaneously and have stronger crashproof ability, the template is set up to the concrete gravity type pier need erect when pouring the shaping, sets up bearing structure between template and the template in order to avoid the template to be propped up.
The existing gravity type bridge pier template supporting structure is provided with more than four supporting beams at the periphery of the supporting beams, the supporting beams are fastened with the templates and the supporting beams through bolts, the template supporting structure is simple and easy, the number of the bolts is large, the time and the labor are consumed when the supporting structure is installed and detached, the supporting beams are used for hooping the templates to avoid outward expansion cracking of the templates, the supporting beams are mainly used for bearing pressure through the bolts, and if the strength of the bolts is low, the threads are possibly worn and then the difficulty is increased when the bolts are detached.
Disclosure of Invention
Based on the above, the utility model aims to provide a gravity type pier template supporting structure so as to solve the technical problems of time and labor consumption in bolt dismounting.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a gravity type pier template bearing structure, includes gravity type pier template main part, gravity type pier template main part surface is connected with first supporting beam, and is connected with first backup pad and first support column under the first supporting beam respectively, gravity type pier template main part side is connected with the second supporting beam, and is connected with second backup pad and second support column on the second supporting beam respectively, be connected with the support on first supporting beam and the second supporting beam, and offered the draw-in groove under the support, be connected with the bolt between first supporting beam and second supporting beam and the gravity type pier template main part.
Through adopting above-mentioned technical scheme, the recess has all been seted up to the top of first supporting beam and the bottom of second supporting beam, makes the two overlap joint together and then accomplishes the connection between the supporting beam through the recess, increases structural strength through first backup pad, first support column, second backup pad and second support column simultaneously to avoid first supporting beam and second supporting beam both ends atress bending deformation, later place the support on first supporting beam and second supporting beam, make first supporting beam and second supporting beam get into in the draw-in groove, further increase first supporting beam and the stability of second supporting beam overlap joint.
Further, the first supporting beam is abutted with the second supporting beam, and the first supporting beam and the second supporting beam are movably connected with the gravity type bridge pier template main body.
Through adopting above-mentioned technical scheme, install four first supporting beams on the surface and the back of gravity type pier template main part through the bolt, then place four second supporting beams between four first supporting beams, accomplish the connection between the supporting beams through the overlap joint, later be connected four second supporting beams with the side of gravity type pier template main part through the bolt.
Further, the first support plate and the second support plate are triangular, and the first support column and the second support column are I-shaped.
Through adopting above-mentioned technical scheme, increase structural strength through first backup pad, first support column, second backup pad and second support column to avoid first supporting beam and second supporting beam both ends atress bending deformation.
Further, grooves are formed in the top of the first support beam and the bottom of the second support beam, and the width of the grooves is equal to that of the top of the first support beam and the width of the second support beam.
Through adopting above-mentioned technical scheme, the recess has all been seted up to the top of first supporting beam and the bottom of second supporting beam, makes the two overlap joint together and then accomplishes the connection between the supporting beam through the recess, reduces the bolt and uses.
Further, the cross section of the clamping groove is in a cross shape, and eight clamping grooves are formed.
By adopting the technical scheme, the bracket is placed on the first supporting beam and the second supporting beam, so that the first supporting beam and the second supporting beam enter the clamping groove, and the lap joint stability of the first supporting beam and the second supporting beam is further improved.
Further, the four brackets are arranged, and the four brackets are arranged in a mirror image mode.
By adopting the technical scheme, the bracket is placed on the first supporting beam and the second supporting beam, the installation work of the four brackets can be completed, the bracket is pushed upwards, the bracket is separated from the first supporting beam and the second supporting beam, and then the bracket is pulled out transversely, so that the disassembly work of the four brackets can be completed.
Further, the first supporting beam and the second supporting beam are respectively provided with four, and the four first supporting beams and the four second supporting beams are symmetrically distributed.
Through adopting above-mentioned technical scheme, the staff is connected first supporting beam and second supporting beam through the mode of overlap joint, makes first supporting beam and second supporting beam and gravity type pier template main part be connected through the mode of bolt-up simultaneously, and then makes supporting beam with gravity type pier template main part to avoid gravity type pier template main part atress inflation fracture.
In summary, the utility model has the following advantages:
according to the utility model, through the arrangement of the first supporting beam, the bracket, the first supporting plate, the first supporting column and the clamping groove, the top of the first supporting beam and the bottom of the second supporting beam are respectively provided with the grooves, the grooves are used for enabling the first supporting beam and the second supporting beam to be lapped together so as to finish the connection between the supporting beams, meanwhile, the structural strength is increased through the first supporting plate, the first supporting column, the second supporting plate and the second supporting column, so that the two ends of the first supporting beam and the second supporting beam are prevented from being subjected to forced bending deformation, the bracket is placed on the first supporting beam and the second supporting beam, the first supporting beam and the second supporting beam enter the clamping groove, the lapping stability of the first supporting beam and the second supporting beam is further increased, the connection between the supporting beams is dismounted in a lapping mode, the use of bolts is reduced, the operation is simple and convenient, and the structural strength is high in stability.
Drawings
FIG. 1 shows a support beam structure of the present utility model;
FIG. 2 is a schematic view of an explosion structure of a support beam according to the present utility model;
FIG. 3 is a schematic view of the bottom structure of the bracket of the present utility model;
FIG. 4 is a schematic view of an explosive structure of a stent according to the present utility model;
fig. 5 is a schematic cross-sectional view of a stent according to the present utility model.
In the figure: 1. gravity type bridge pier template main body; 2. a first support beam; 3. a second support beam; 4. a bolt; 5. a bracket; 6. a first support plate; 7. a first support column; 8. a second support plate; 9. a second support column; 10. a clamping groove.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the utility model.
Hereinafter, an embodiment of the present utility model will be described in accordance with its entire structure.
The utility model provides a gravity type pier template bearing structure, as shown in fig. 1-5, including gravity type pier template main part 1, gravity type pier template main part 1 surface and back are connected with four first supporting beams 2 respectively, four first supporting beam 2 bottom both sides are connected with sixteen first supporting beams 6 and eight first supporting beams 7 respectively, gravity type pier template main part 1 both sides are connected with four second supporting beams 3 respectively, four first supporting beams 2 and second supporting beams 3 symmetric distribution, overlap joint two together and then accomplish the connection between the supporting beams through the recess, second supporting beam 3 top is connected with sixteen second supporting beams 8 and eight second supporting beams 9 respectively, increase structural strength through first supporting beams 6, first supporting beams 7, second supporting beams 8 and second supporting beams 9, first supporting beams 2 and second supporting beams 3 top are connected with four support frames 5, four support frames 5 mirror image sets up, eight draw-in grooves 10 have been seted up to four support frames 5 bottom, draw-in grooves 10 are the "ten" font, further increase the stability of first supporting beams 2 and second supporting beams 3 overlap joint, connect between first supporting beams 2 and second supporting beams 3 and the bridge pier main part 1, the bridge deck 4 is connected with each other through the first supporting beams 4 through the first supporting beams, easy and simple and convenient operation of bolt dismouting mode.
Referring to fig. 1 and 2, in the above embodiment, the first support beam 2 is abutted to the second support beam 3, the first support beam 2 and the second support beam 3 are all detached from the gravity pier template main body 1 by bolts 4, the first support plate 6 and the second support plate 8 are all triangular, the first support column 7 and the second support column 9 are all in an "i" shape, the top of the first support beam 2 and the bottom of the second support beam 3 are all provided with grooves, the width of the grooves is equal to the width of the top of the first support beam 2 and the width of the second support beam 3, and the structural strength is high and stability is good.
The implementation principle of the embodiment is as follows: firstly, a worker installs four first support beams 2 on the surface and the back of a gravity type pier template main body 1 through bolts 4, as grooves are formed in the top of the first support beams 2 and the bottom of the second support beams 3, the worker places the four second support beams 3 between the four first support beams 2, the four first support beams 2 are lapped together through the grooves so as to finish the connection between the support beams, then the worker connects the four second support beams 3 with the side face of the gravity type pier template main body 1 through the bolts 4, meanwhile, the structural strength is increased through a first support plate 6, a first support column 7, a second support plate 8 and a second support column 9, the downward bending deformation of two ends of the first support beams 2 and the upward bending deformation of two ends of the second support beams 3 are avoided, then the worker places the support 5 on the first support beams 2 and the second support beams 3, the first support beams 2 and the second support beams 3 enter a clamping groove 10, and the lap joint stability of the first support beams 2 and the second support beams 3 is further increased;
after the gravity type bridge pier pouring and forming is completed, a worker pushes up the support 5 to separate the support 5 from the first support beam 2 and the second support beam 3, then the worker transversely pulls out the support 5 to complete the support 5 disassembling operation, after the support 5 is disassembled, the worker takes down the bolts 4 on the first support beam 2 and the second support beam 3, and then the worker can directly take down the first support beam 2 and the second support beam 3.
Although embodiments of the utility model have been shown and described, the detailed description is to be construed as exemplary only and is not limiting of the utility model as the particular features, structures, materials, or characteristics may be combined in any suitable manner in any one or more embodiments or examples, and modifications, substitutions, variations, etc. may be made in the embodiments as desired by those skilled in the art without departing from the principles and spirit of the utility model, provided that such modifications are within the scope of the appended claims.
Claims (7)
1. The utility model provides a gravity type pier template bearing structure, includes gravity type pier template main part (1), its characterized in that: the gravity type bridge pier template is characterized in that a first supporting beam (2) is connected to the surface of the gravity type bridge pier template body (1), a first supporting plate (6) and a first supporting column (7) are connected to the lower portion of the first supporting beam (2), a second supporting beam (3) is connected to the side face of the gravity type bridge pier template body (1), a second supporting plate (8) and a second supporting column (9) are connected to the second supporting beam (3) respectively, a support (5) is connected to the first supporting beam (2) and the second supporting beam (3), a clamping groove (10) is formed in the lower portion of the support (5), and a bolt (4) is connected between the first supporting beam (2) and the second supporting beam (3) and the gravity type bridge pier template body (1).
2. The gravity pier template support structure according to claim 1, wherein: the first supporting beam (2) is abutted with the second supporting beam (3), and the first supporting beam (2) and the second supporting beam (3) are movably connected with the gravity type bridge pier template main body (1).
3. The gravity pier template support structure according to claim 1, wherein: the first support plates (6) and the second support plates (8) are triangular, and the first support columns (7) and the second support columns (9) are I-shaped.
4. The gravity pier template support structure according to claim 2, wherein: grooves are formed in the tops of the first supporting beam (2) and the bottoms of the second supporting beam (3), and the width of each groove is equal to that of the tops of the first supporting beam (2) and the width of the second supporting beam (3).
5. The gravity pier template support structure according to claim 1, wherein: the cross section of the clamping groove (10) is in a cross shape, and eight clamping grooves (10) are formed.
6. The gravity pier template support structure according to claim 1, wherein: the four brackets (5) are arranged, and the four brackets (5) are arranged in a mirror image mode.
7. The gravity pier template support structure according to claim 4, wherein: the first supporting beams (2) and the second supporting beams (3) are respectively provided with four, and the four first supporting beams (2) and the four second supporting beams (3) are symmetrically distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321598890.1U CN220183829U (en) | 2023-06-21 | 2023-06-21 | Gravity type pier template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321598890.1U CN220183829U (en) | 2023-06-21 | 2023-06-21 | Gravity type pier template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220183829U true CN220183829U (en) | 2023-12-15 |
Family
ID=89104583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321598890.1U Active CN220183829U (en) | 2023-06-21 | 2023-06-21 | Gravity type pier template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220183829U (en) |
-
2023
- 2023-06-21 CN CN202321598890.1U patent/CN220183829U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102021889A (en) | Bridge erection method | |
| CN103015329A (en) | I-section steel girder reinforcement small box girder structure | |
| CN111663449A (en) | Combined cast-in-place box girder support system and construction method | |
| CN220183829U (en) | Gravity type pier template supporting structure | |
| KR101373169B1 (en) | Tention typed cable-stayed bridge construction method using hybrid decksegment | |
| CN110952463B (en) | Reverse jacking reinforcement method and jacking structure of concrete box girder bridge | |
| CN217579709U (en) | Assembled reinforced concrete composite bridge structure | |
| CN111188278A (en) | Jig frame structure, jig frame assembly and construction method | |
| CN108487549B (en) | Assembled function-recoverable steel skeleton concrete combined column and mounting method | |
| CN217268233U (en) | Non-dismantling bottom die floor plate for different-surface construction | |
| CN105863261A (en) | Universally-adjustable suspension formwork system | |
| CN114753235A (en) | Half flexible support system of half-through type arch bridge arched girder | |
| CN212836642U (en) | Cantilever beam structure | |
| CN210482635U (en) | Concrete pillar reinforcing structure at lower part of shock insulation support | |
| CN111455817A (en) | Cable-stayed bridge integral steel anchor beam and construction method thereof | |
| CN218116146U (en) | Novel box girder pull type internal mold | |
| CN217204819U (en) | Rigid template steel bar truss floor bearing plate | |
| CN212866602U (en) | Steel construction stiffening beam | |
| CN219175015U (en) | Detachable connection structure of temporary steel box girder support frame | |
| CN204343174U (en) | A kind of prestress concrete cantilever continuous beam No. zero block construction support | |
| CN214459666U (en) | Bridge bearing does not have jacking change structure | |
| CN220889620U (en) | Basement roof bracing device based on beam slab reinforcement | |
| CN217536632U (en) | Novel inverted arch trestle convenient to installation is dismantled | |
| CN213061659U (en) | Integral steel anchor beam of cable-stayed bridge and mounting system thereof | |
| CN219100460U (en) | Steel bar truss floor carrier plate structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |