CN204325931U - Hierarchical loading device of high pier top support of bridge - Google Patents
Hierarchical loading device of high pier top support of bridge Download PDFInfo
- Publication number
- CN204325931U CN204325931U CN201420733793.3U CN201420733793U CN204325931U CN 204325931 U CN204325931 U CN 204325931U CN 201420733793 U CN201420733793 U CN 201420733793U CN 204325931 U CN204325931 U CN 204325931U
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- China
- Prior art keywords
- pier
- embedded
- flexible cable
- bridge
- bridge high
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Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000004574 high-performance concrete Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000005056 compaction Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a hierarchical loading device of high pier top support of bridge has solved the many and load tonnage of the material that expends that exist when prior art carries out the pre-compaction to the high pier bracket of bridge and is difficult to the problem of accurate control. The bridge pier body bearing platform comprises a bridge high pier body bearing platform (1), wherein a steel bar net piece (4) is pre-embedded in the bridge pier body bearing platform, an upper pre-embedded steel plate and a lower pre-embedded steel plate are pre-embedded on the upper end surface and the lower end surface of the steel bar net piece (4), a steel strand anchorage device is pre-embedded on the upper pre-embedded steel plate and the lower pre-embedded steel plate, the lower end of a lower flexible cable (9) is riveted in an upper anchorage device (6) of the steel strand and a lower anchorage device (8) of the steel strand, the upper end of the lower flexible cable (9) is connected with the lower end of an upper flexible cable (12) through a flexible cable connector (11), a jack anchorage device (13) is arranged on a top support (3). The utility model discloses be particularly suitable for the job site and use.
Description
Technical field
The utility model relates to a kind of precompressed charger, particularly a kind of precompressed charger of high pier top end support.
Background technology
Carry out precompressed to the bracket on Bridge High-pier platform, present stage adopts traditional piling prepressing mode to carry out.The sand pocket that piling prepressing is used or concrete precast block or water tank are transported on Bridge High-pier platform support by lifting.During with sand pocket or concrete block precompressed, need the project organization considering hanging box and suspension ring, also must consider during stacking to put slope, also want formwork erection if desired and establish pull bar, to ensure the safety of loading procedure.It is many to there is consume material in this mode of carrying out precompressed to Bridge High-pier platform bracket, and the load time is long, loads the defect that tonnage is difficult to accurately control.In addition, when Bridge High-pier platform support top width relative narrower, in work high above the ground environment, also there is huge potential safety hazard in a large amount of weight of preloading.
Summary of the invention
The utility model provides a kind of Bridge High-pier platform top end holder hierarchical loading device, and solve the consume material of existence when prior art carries out precompressed to Bridge High-pier platform bracket many, the load time is long, loads the technical problem that tonnage is difficult to accurately control.
The utility model solves above technical problem by the following technical programs:
A kind of Bridge High-pier platform top end holder hierarchical loading device, comprise Bridge High-pier pier shaft cushion cap 1, Bridge High-pier pier shaft cushion cap 1 is provided with Bridge High-pier pier shaft 2, Bridge High-pier pier shaft 2 is provided with top end holder 3, reinforced mesh 4 is embedded with in Bridge High-pier pier shaft cushion cap 1, the upper surface of reinforced mesh 4 is embedded with upper end pre-embedded steel slab 5, upper end pre-embedded steel slab 5 is embedded with ground tackle 6 on steel strand, the lower surface of reinforced mesh 4 is embedded with lower end pre-embedded steel slab 7, lower end pre-embedded steel slab 7 is embedded with ground tackle 8 under steel strand, the lower end of lower flexible cable 9 to be riveted on steel strand under ground tackle 6 and steel strand in ground tackle 8, high performance concrete 10 has been built in Bridge High-pier pier shaft cushion cap 1, the upper end of lower flexible cable 9 and the lower end of upper flexible cable 12 are linked together by flexible cable connector 11, top end holder 3 is provided with jack anchor set 13, the upper end of upper flexible cable 12 is connected in jack anchor set 13, top end holder 3 is provided with top end holder deformation test dial gauge 14.
4 cover hierarchical loading flexible cable devices are evenly equipped with between Bridge High-pier pier shaft cushion cap 1 and top end holder 3.
The utility model saves squeeze time, has saved experimentation cost, can the various situations of accurate simulation concrete uniform load and uneven load, is particularly suitable for job site and uses.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model on side-looking direction.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
A kind of Bridge High-pier platform top end holder hierarchical loading device, comprise Bridge High-pier pier shaft cushion cap 1, Bridge High-pier pier shaft cushion cap 1 is provided with Bridge High-pier pier shaft 2, Bridge High-pier pier shaft 2 is provided with top end holder 3, reinforced mesh 4 is embedded with in Bridge High-pier pier shaft cushion cap 1, the upper surface of reinforced mesh 4 is embedded with upper end pre-embedded steel slab 5, upper end pre-embedded steel slab 5 is embedded with ground tackle 6 on steel strand, the lower surface of reinforced mesh 4 is embedded with lower end pre-embedded steel slab 7, lower end pre-embedded steel slab 7 is embedded with ground tackle 8 under steel strand, the lower end of lower flexible cable 9 to be riveted on steel strand under ground tackle 6 and steel strand in ground tackle 8, high performance concrete 10 has been built in Bridge High-pier pier shaft cushion cap 1, the upper end of lower flexible cable 9 and the lower end of upper flexible cable 12 are linked together by flexible cable connector 11, top end holder 3 is provided with jack anchor set 13, the upper end of upper flexible cable 12 is connected in jack anchor set 13, top end holder 3 is provided with top end holder deformation test dial gauge 14.
4 cover hierarchical loading flexible cable devices are evenly equipped with between Bridge High-pier pier shaft cushion cap 1 and top end holder 3.The flexible cable jack hierarchical loading prepressing device that the utility model uses is on the basis of traditional piling prepressing device, in conjunction with a kind of innovation newly of steel strand tension principle.In order to make precompressed loading procedure and practice of construction process stress match, area load being modeled to the multiple spot point load of equivalence, reaching the inspection stability of bracket and the object of safety by measuring the distortion observing Nodes of respectively exerting pressure.
Claims (2)
1. a Bridge High-pier platform top end holder hierarchical loading device, comprise Bridge High-pier pier shaft cushion cap (1), Bridge High-pier pier shaft cushion cap (1) is provided with Bridge High-pier pier shaft (2), Bridge High-pier pier shaft (2) is provided with top end holder (3), it is characterized in that, reinforced mesh (4) is embedded with in Bridge High-pier pier shaft cushion cap (1), the upper surface of reinforced mesh (4) is embedded with upper end pre-embedded steel slab (5), upper end pre-embedded steel slab (5) is embedded with ground tackle on steel strand (6), the lower surface of reinforced mesh (4) is embedded with lower end pre-embedded steel slab (7), lower end pre-embedded steel slab (7) is embedded with ground tackle (8) under steel strand, the lower end of lower flexible cable (9) to be riveted under ground tackle on steel strand (6) and steel strand in ground tackle (8), high performance concrete (10) has been built in Bridge High-pier pier shaft cushion cap (1), the upper end of lower flexible cable (9) and the lower end of upper flexible cable (12) are linked together by flexible cable connector (11), top end holder (3) is provided with jack anchor set (13), the upper end of upper flexible cable (12) is connected in jack anchor set (13), top end holder (3) is provided with top end holder deformation test dial gauge (14).
2. a kind of Bridge High-pier platform top end holder hierarchical loading device according to claim 1, is characterized in that, be evenly equipped with 4 cover hierarchical loading flexible cable devices between Bridge High-pier pier shaft cushion cap (1) and top end holder (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420733793.3U CN204325931U (en) | 2014-11-29 | 2014-11-29 | Hierarchical loading device of high pier top support of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420733793.3U CN204325931U (en) | 2014-11-29 | 2014-11-29 | Hierarchical loading device of high pier top support of bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204325931U true CN204325931U (en) | 2015-05-13 |
Family
ID=53162307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420733793.3U Active CN204325931U (en) | 2014-11-29 | 2014-11-29 | Hierarchical loading device of high pier top support of bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204325931U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603860A (en) * | 2016-02-19 | 2016-05-25 | 河南省交通规划设计研究院股份有限公司 | Prefabricated T beam and construction method |
| CN108193605A (en) * | 2018-02-24 | 2018-06-22 | 中交路桥建设有限公司 | No. 0 block bracket prepressing structure of continuous beam bridge pier in water |
| CN114108488A (en) * | 2021-12-19 | 2022-03-01 | 中铁四局集团路桥工程有限公司 | Reverse-pulling construction method for thin-wall pier ultrahigh ultra-wide extra-heavy 0# block bracket |
-
2014
- 2014-11-29 CN CN201420733793.3U patent/CN204325931U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603860A (en) * | 2016-02-19 | 2016-05-25 | 河南省交通规划设计研究院股份有限公司 | Prefabricated T beam and construction method |
| CN108193605A (en) * | 2018-02-24 | 2018-06-22 | 中交路桥建设有限公司 | No. 0 block bracket prepressing structure of continuous beam bridge pier in water |
| CN114108488A (en) * | 2021-12-19 | 2022-03-01 | 中铁四局集团路桥工程有限公司 | Reverse-pulling construction method for thin-wall pier ultrahigh ultra-wide extra-heavy 0# block bracket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |