CN105586831A - Hanging basket bracket combination method - Google Patents
Hanging basket bracket combination method Download PDFInfo
- Publication number
- CN105586831A CN105586831A CN201410573289.6A CN201410573289A CN105586831A CN 105586831 A CN105586831 A CN 105586831A CN 201410573289 A CN201410573289 A CN 201410573289A CN 105586831 A CN105586831 A CN 105586831A
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- China
- Prior art keywords
- hanging basket
- combination method
- bracket combination
- basket bracket
- cast
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- 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.)
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Abstract
The invention provides a hanging basket bracket combination method. A cross beam at the bottom of a hanging basket and a pier top of a pier are used by a blocky cast-in-place support as brackets to erect a platform. Thirteen I32 I-beams are installed between the cross beam and the pier top to serve as distributive beams. By the adoption of the hanging basket bracket combination method, side span linear cast-in-place section and closure section construction is carried out, operation of a railway of an existing line is not affected, and the purposes that installation is safe and convenient and manpower and capital are saved can be achieved as well. The hanging basket bracket combination method is adopted for construction, the number of used materials, support erecting cost and the number of employed workers are reduced in the bridge construction process under special conditions, and normal travel safety of the existing line is further guaranteed.
Description
Technical field
The present invention relates to a kind of combined method, specifically a kind of Hanging Basket bracket combination method.
Background technology
Common continuous beam end bay straight line cast-in-place section construction generally adopts the construction such as full framing, bracket. But when continuous beam is near existing line when construction, while adopting full framing and bracket, very inconvenience and potential safety hazard be installed very big, therefore adopt the construction of Hanging Basket bracket combination method.
Summary of the invention
The object of this invention is to provide a kind of Hanging Basket bracket combination method, can address the above problem.
The present invention for achieving the above object, be achieved through the following technical solutions: a kind of Hanging Basket bracket combination method, piece cast-in-place support utilizes the beneath crossbeam of Hanging Basket and bridge pier Dun Ding to set up platform as bracket, between crossbeam and pier top, 13 I32 I-steel is installed as distribution beam.
In order further to realize object of the present invention, can also be by the following technical solutions: I32 I-steel one end rides over before Hanging Basket on sill, has adjusted rear employing welding manner and front sill stable connection. After piece is cast-in-place, to residue tension of prestressed tendon
The invention has the advantages that: adopt Hanging Basket bracket combination method, carry out end bay straight line Cast-in-Situ Segment and the construction of closure section section, neither affect Existing Railway Line operation, can reach again safety, convenient is installed, save the object of manpower, fund. Adopt the construction of Hanging Basket bracket combination method, the beam body construction under specific condition has been reduced to material usage, support and set up expense and artificial consumption, more guaranteed both wired normal row car safety. Along with the high speed development of railway, Hanging Basket bracket combination method has dissemination widely.
The present invention also has advantages of compactness simple for structure, cheap for manufacturing cost and easy to use.
Brief description of the drawings
Fig. 1 is construction procedure first step schematic diagram of the present invention; Fig. 2 is construction procedure second step schematic diagram of the present invention.
Detailed description of the invention
Hanging Basket bracket combination method, as depicted in figs. 1 and 2, a kind of Hanging Basket bracket combination method, piece cast-in-place support utilizes the beneath crossbeam of Hanging Basket and bridge pier Dun Ding to set up platform as bracket, between crossbeam and pier top, 13 I32 I-steel is installed as distribution beam.
I32 I-steel one end rides on the front sill of Hanging Basket, has adjusted rear employing welding manner and front sill stable connection. After piece is cast-in-place, to residue tension of prestressed tendon
Adopt Hanging Basket bracket combination method, carry out end bay straight line Cast-in-Situ Segment and the construction of closure section section, neither affect Existing Railway Line operation, can reach again safety, convenient is installed, save the object of manpower, fund. Adopt the construction of Hanging Basket bracket combination method, the beam body construction under specific condition has been reduced to material usage, support and set up expense and artificial consumption, more guaranteed both wired normal row car safety. Along with the high speed development of railway, Hanging Basket bracket combination method has dissemination widely.
Technical scheme of the present invention is not restricted in the scope of embodiment of the present invention. The present invention not technology contents of detailed description is known technology.
Claims (3)
1. Hanging Basket bracket combination method, is characterized in that: piece cast-in-place support utilizes the beneath crossbeam of Hanging Basket and bridge pier Dun Ding to set up platform as bracket, between crossbeam and pier top, 13 I32 I-steel is installed as distribution beam.
2. Hanging Basket bracket combination method according to claim 1, is characterized in that: I32 I-steel one end rides on the front sill of Hanging Basket, has adjusted rear employing welding manner and front sill stable connection.
3. Hanging Basket bracket combination method according to claim 1, is characterized in that: after piece is cast-in-place, to residue tension of prestressed tendon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410573289.6A CN105586831A (en) | 2014-10-24 | 2014-10-24 | Hanging basket bracket combination method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410573289.6A CN105586831A (en) | 2014-10-24 | 2014-10-24 | Hanging basket bracket combination method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586831A true CN105586831A (en) | 2016-05-18 |
Family
ID=55926717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410573289.6A Pending CN105586831A (en) | 2014-10-24 | 2014-10-24 | Hanging basket bracket combination method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105586831A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371846A (en) * | 2018-11-28 | 2019-02-22 | 中交第二航务工程局有限公司 | A kind of assembled Multifunction side is across cast-in-place support and its construction method |
| CN111926720A (en) * | 2020-08-12 | 2020-11-13 | 中建七局交通建设有限公司 | Construction method suitable for continuous steel-structure cantilever beam closure in loess area |
-
2014
- 2014-10-24 CN CN201410573289.6A patent/CN105586831A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109371846A (en) * | 2018-11-28 | 2019-02-22 | 中交第二航务工程局有限公司 | A kind of assembled Multifunction side is across cast-in-place support and its construction method |
| CN111926720A (en) * | 2020-08-12 | 2020-11-13 | 中建七局交通建设有限公司 | Construction method suitable for continuous steel-structure cantilever beam closure in loess area |
| CN111926720B (en) * | 2020-08-12 | 2022-01-25 | 中建七局交通建设有限公司 | Construction method suitable for continuous steel-structure cantilever beam closure in loess area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160518 |