CN217870026U - Bridge side span construction structure - Google Patents
Bridge side span construction structure Download PDFInfo
- Publication number
- CN217870026U CN217870026U CN202222038286.5U CN202222038286U CN217870026U CN 217870026 U CN217870026 U CN 217870026U CN 202222038286 U CN202222038286 U CN 202222038286U CN 217870026 U CN217870026 U CN 217870026U
- Authority
- CN
- China
- Prior art keywords
- bridge
- pier stud
- span
- construction
- limit
- 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
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of highway traffic construction and specifically relates to a construction degree of difficulty is low, the time limit for a project is short, the expense is low and high bridge side span construction structures of security. The utility model provides a technical scheme that its technical problem adopted is: bridge limit strides construction structures, including limit stride bridge pier stud and set up in the pier stud of limit stride pier stud one side, including limit stride concrete bridge section, be close to pier stud one side on the bridge pier stud and be provided with limit stride concrete bridge section bearing structure, keep away from pier stud one side on the bridge pier stud and be provided with pier stud counter weight structure on the limit strides, limit stride concrete bridge section sets up on limit stride concrete bridge section bearing structure. The scheme greatly improves the efficiency of folding construction, and is particularly suitable for folding construction of bridge side spans.
Description
Technical Field
The utility model belongs to the technical field of the highway traffic construction and specifically relates to a bridge side span construction structures.
Background
The construction method of the bridge side span has the problems of high construction method difficulty, long construction period, high cost, poor safety and the like. This method has plagued construction units. The utility model discloses a CN202121885797.X, the utility model discloses a convenient construction support of no bearing in bridge cast-in-place case roof beam strides relates to bridge construction technical field. Including hydraulic jack and construction platform, hydraulic jack fixed connection puts at the top central point of mounting panel, hydraulic jack's top fixedly connected with support column, the top fixedly connected with backup pad of support column, the bottom four corners position of backup pad all articulates there is the telescopic link, the articulated mounting panel of bottom of telescopic link, the top both sides of backup pad all are connected with the bracing piece through the fastener, the top of bracing piece is connected with construction platform through the fastener, through setting up hydraulic jack, the telescopic link, bridging and bracing, it is convenient that the installation is dismantled, do not set up a large amount of supports in the roof beam is striden, overall structure weight has been alleviateed, and possess good supporting effect, through setting up the recess, the lug, the connecting piece, can splice a plurality of construction platforms together, and fasten through the bolt, construction area has been increased, make things convenient for the workman to be under construction. However, this construction bracket is difficult to exert its effect in bridge side span construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a bridge side span construction structure that the construction degree of difficulty is low, the time limit for a project is short, the expense is low and the security is high is provided.
The utility model provides a technical scheme that its technical problem adopted is: bridge limit strides construction structures, including limit stride bridge pier stud and set up in the pier stud of limit stride pier stud one side, including limit stride concrete bridge section, be close to pier stud one side on the bridge pier stud and be provided with limit stride concrete bridge section bearing structure, keep away from pier stud one side on the bridge pier stud and be provided with pier stud counter weight structure on the limit strides, limit stride concrete bridge section sets up on limit stride concrete bridge section bearing structure.
Furthermore, the side-span concrete bridge section supporting structure comprises a triangular bridge steel bracket arranged on the side wall of the side-span bridge pier stud.
Furthermore, the side span concrete bridge section supporting structure comprises transverse bearing I-shaped steel arranged on the triangular bridge steel bracket.
Furthermore, the side span concrete bridge section supporting structure comprises an I-shaped steel and square wood mixed supporting structure arranged on the transverse bearing I-shaped steel.
Furthermore, the side span concrete bridge section supporting structure comprises square timbers arranged on the I-shaped steel and square timbers mixed supporting structure.
Further, the pier stud counterweight structure comprises a triangular counterweight steel bracket arranged on the side wall of the side-span pier stud.
Further, pier stud counter weight structure is including setting up the sand bag counter weight on triangle counter weight steel bracket.
The utility model has the advantages that: in actual use, because the closure construction needs to be completed between the side span concrete bridge section and the bridge suspension casting section, the side span concrete bridge section needs to be obtained by formwork erection and cast-in-place construction on the side span pier column. When the side-span concrete bridge section is cast and constructed on the side-span concrete bridge section, the pier column counterweight structure is arranged on the side-span concrete bridge section, so that the side-span concrete bridge section is prevented from being bent due to construction, and the overall safety of the side-span concrete bridge section is ensured. The scheme greatly improves the efficiency of folding construction, and is particularly suitable for folding construction of bridge side spans.
Drawings
Fig. 1 is an overall schematic view of the construction site of the present invention.
Fig. 2 is a schematic structural diagram of the present invention.
Labeled as: the bridge comprises a side-span bridge pier column 1, a side-span concrete bridge section 2, a suspension casting section 3, a bridge pier column 4, a triangular bridge steel bracket 5, a transverse force bearing I-shaped steel 6, a square timber 7, an I-shaped steel and square timber mixed supporting structure 8, a counterweight sand bag 9, a triangular counterweight steel bracket 10 and a closure section 11.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
As shown in fig. 1, 2 bridge sidespan construction structures, including the side bridge pier stud 1 with set up in pier stud 4 of side bridge pier stud 1 one side, including the side bridge concrete bridge section 2, be close to pier stud 4 one side on the side bridge pier stud 1 and be provided with the side bridge concrete bridge section bearing structure, keep away from pier stud 4 one side on the side bridge pier stud 1 and be provided with the pier stud counter weight structure, the side bridge concrete bridge section 2 sets up on the side bridge concrete bridge section bearing structure. The scheme solves the problem that a great amount of consumable materials of the steel trestle is installed on the river surface of the bridge side span in the conventional mode, and then the scaffold is erected to be connected with the high-difficulty operation of the bridge bottom formwork, so that the aims of low construction difficulty, short construction period, low cost and high safety are fulfilled.
In order to further simplify the side-span concrete bridge section supporting structure on the premise of ensuring the supporting effect, the side-span concrete bridge section supporting structure preferably comprises a triangular bridge steel bracket 5 arranged on the side wall of the side-span pier stud 1. As shown in fig. 1, the triangular bridge steel bracket 5 is arranged on the side wall of the side-span pier stud 1, and then, a transverse bearing i-shaped steel 6 can be further arranged on the triangular bridge steel bracket 5. Further selecting to arrange an I-steel and square wood mixed supporting structure 8 on the transverse bearing I-steel 6 and further arranging a square wood 7 on the I-steel and square wood mixed supporting structure 8. The parts arranged on the triangular bridge steel bracket 5 can effectively realize the distribution of stress when the side span concrete bridge section 2 is poured, and the overall safety is ensured.
Similarly, the pier stud counterweight structure may optionally include a triangular counterweight steel bracket 10 that straddles the side wall of the pier stud 1. Further preferably, a counterweight sand bag 9 is arranged on the triangular counterweight steel bracket 10, so that the balance of the counterweights at two sides of the side-span pier stud 1 is realized.
As shown in fig. 1 and 2, the practical operation steps of the present solution are as follows: 1. after the bridge pier column 4 and the suspension casting section 3 are constructed and the side-span bridge pier column 1 is constructed, mounting construction of a triangular counterweight steel bracket 10 is carried out on the left side of the side-span pier column 1, and mounting construction of a triangular bridge steel bracket 5 is carried out on the right side of the side-span pier column 1, wherein transverse bearing I-shaped steel 6 is mounted on the triangular bridge steel bracket 5, I-shaped steel and square timber 8 are longitudinally distributed on the transverse bearing I-shaped steel 6, and square timber 7 is paved on the top; 2. erecting and formwork erecting cast-in-place construction of the side span concrete bridge section 2, wherein a counterweight sand bag 9 is pressed on the left side section of the bridge span structure, and the counterweight sand bag is loaded synchronously with the pouring process of the side span concrete bridge section 12; 3. and after the side span concrete bridge section 2 and the bridge suspension casting section 3 are constructed, constructing a closure section 11.
Claims (7)
1. Bridge construction structures is striden on limit, stride pier stud (1) and set up in pier stud (4) of striding pier stud (1) one side on the limit, its characterized in that: including sidespan concrete bridge section (2), be close to bridge pier column (4) one side on sidespan pier column (1) and be provided with sidespan concrete bridge section bearing structure, keep away from bridge pier column (4) one side on sidespan pier column (1) and be provided with pier column counter weight structure, sidespan concrete bridge section (2) set up on sidespan concrete bridge section bearing structure.
2. The bridge edge span construction structure of claim 1, wherein: the side-span concrete bridge section supporting structure comprises a triangular bridge steel bracket (5) arranged on the side wall of the side-span pier stud (1).
3. The bridge edge span construction structure of claim 2, wherein: the side span concrete bridge section supporting structure comprises transverse bearing I-shaped steel (6) arranged on a triangular bridge steel bracket (5).
4. The bridge edge span construction structure of claim 3, wherein: the side span concrete bridge section supporting structure comprises an I-shaped steel and square wood mixed supporting structure (8) arranged on a transverse force bearing I-shaped steel (6).
5. The bridge edge span construction structure of claim 4, wherein: the side span concrete bridge section supporting structure comprises square timbers (7) arranged on an I-shaped steel and square timbers mixed supporting structure (8).
6. The bridge edge span construction structure of any one of claims 1 to 5, wherein: the pier stud counterweight structure comprises a triangular counterweight steel bracket (10) on the side wall of the side-span pier stud (1).
7. The bridge side span construction structure of any one of claims 1 to 5, wherein: the pier stud counterweight structure comprises a counterweight sand bag (9) arranged on a triangular counterweight steel bracket (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038286.5U CN217870026U (en) | 2022-08-03 | 2022-08-03 | Bridge side span construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038286.5U CN217870026U (en) | 2022-08-03 | 2022-08-03 | Bridge side span construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217870026U true CN217870026U (en) | 2022-11-22 |
Family
ID=84056311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222038286.5U Active CN217870026U (en) | 2022-08-03 | 2022-08-03 | Bridge side span construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217870026U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125863A (en) * | 2022-08-03 | 2022-09-30 | 中国十九冶集团有限公司 | Bridge side span construction method |
-
2022
- 2022-08-03 CN CN202222038286.5U patent/CN217870026U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125863A (en) * | 2022-08-03 | 2022-09-30 | 中国十九冶集团有限公司 | Bridge side span construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111663449A (en) | Combined cast-in-place box girder support system and construction method | |
| CN217870026U (en) | Bridge side span construction structure | |
| CN215329323U (en) | Light combined pier hoisted in small tonnage | |
| CN113106871B (en) | Non-falling-to-ground dynamic height-adjusting support for steel plate composite beam bridge floor construction and construction method | |
| CN212582721U (en) | Bearing platform of tower crane for vertical tower of top plate of foundation garage | |
| CN210066504U (en) | Large-span cantilever truss type bent cap support system | |
| CN217975378U (en) | Cast-in-place board template strutting arrangement of simple beam assembled | |
| CN113944103B (en) | Assembled support device applied to installation of steel box girder road-crossing bridge and construction method | |
| CN112323647B (en) | Rigid frame bridge hanging basket suspension casting system and construction method thereof | |
| CN215947924U (en) | Support bearing structure for pier stud bent cap | |
| CN216474523U (en) | Assembled bracket device applied to installation of steel box girder road-crossing bridge | |
| CN111851318B (en) | Cantilever bridge side span formwork system and construction method thereof | |
| CN115125863A (en) | Bridge side span construction method | |
| CN211395312U (en) | Upper structure for wide box girder and short tower cable-stayed bridge | |
| CN211735114U (en) | A antidumping reinforced structure for rectangle single-column mound bridge | |
| CN210596966U (en) | Large-span steel-concrete composite bridge structure | |
| CN108316119B (en) | Steel construction overpass convenient to installation | |
| CN209906223U (en) | Beam gantry crane | |
| CN112854702A (en) | Large-span silo roof construction platform and erection method | |
| CN111764298A (en) | Common support system for cast-in-place closure sections of box girders of steel bridge and construction method of common support system | |
| CN215829259U (en) | Cantilever beam type support for high formwork operation | |
| CN219430532U (en) | Cast-in-situ supporting structure of bridge concrete box girder | |
| CN219671101U (en) | Steering structure of bridge girder erection machine assisted by ramp bridge with narrow section and small curve radius | |
| CN213233147U (en) | Prefabricated segment beam assembling temporary quick-dismantling movable support | |
| CN109930497B (en) | Workpiece for line crossing construction of formwork suspension casting combined system and construction process |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |