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Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover

A technology of standard formwork and standard steel, which is applied to bridge parts, erection/assembly of bridges, bridges, etc., can solve the problems of large processing volume, complicated construction procedures, and poor appearance quality of high piers, and achieve reasonable structural design and good appearance quality , High construction efficiency

Active Publication Date: 2012-03-07
CHINA RAILWAY NO 5 ENG GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to provide a standard steel formwork structure with thin-walled high pier groups with variable cross-sections on all sides, which is reasonable in design, simple and practical, and easy to operate, and can effectively solve the problem The existing formwork has the disadvantages of a large number of intermediate formwork blocks, a large amount of processing, a large number of disassembly times, labor and time-consuming, complicated construction procedures, and poor appearance quality of the formed high piers.

Method used

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  • Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover
  • Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover
  • Structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover

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Embodiment Construction

[0029] Embodiment of the present invention: each section of standard steel formwork includes a standard formwork 1 for the horizontal bridge direction, a standard formwork 2 for the longitudinal bridge direction, and a slope closing formwork 3, and the slope closing formwork 3 is arranged on the standard formwork 1 for the horizontal bridge direction and the standard formwork 2 for the longitudinal bridge direction At the corners between them, the heights of the horizontal bridge to the standard formwork 1, the longitudinal bridge to the standard formwork 2, and the closing slope formwork 3 are the same and equal to the height L of the single construction section, and the modular section of the closing slope formwork 3 = group height h÷ single construction Section height L, slope rate of closing slope template 3 = pier body slope rate = slope rate i of high pier group, top width An and Bn of each section closing slope formwork according to height L of single construction section...

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Abstract

The invention discloses a structure of standard steel forms for constructing thin-wall high pier groups with four sides being variable cross sections by form turnover. The structure is characterized in that each standard steel form comprises standard forms in the transverse direction of a bridge 1, standard forms in the longitudinal direction of the bridge 2 and slope reducing forms 3; the slope reducing forms 3 are arranged at the corners between the standard forms in the transverse direction of the bridge 1 and the standard forms in the longitudinal direction of the bridge 2; the heights of the three types of forms are all equal to the height L of a single construction section; the number of modulus sections of the slope reducing forms 3 is equal to group height h / single construction section height L; the slope ratio of the slope reducing forms 3 is equal to the slope ratio of pier bodies and the slope ratio i of the high pier groups; and the top width An and Bn of each slope reducing form increases progressively from top to bottom based on single construction section height L / pier body slope ratio i width. The structure can effectively solve the problems of large number of intermediate form blocks, high amount of processing, high dismounting frequency, labor and time wasting and multifarious construction processes of the existing forms adopting form turnover and has high construction efficiency and good formed high pier appearance quality.

Description

technical field [0001] The invention relates to a construction formwork structure of a thin-walled high pier group turning-over method with variable cross-section. Background technique [0002] At present, whether it is a high-speed railway or a highway, there are more and more high-pier long-span bridges. The speed of high-pier construction restricts the overall construction period, especially the construction of high-pier groups. The quality of the body template plays a decisive role. At present, the construction of high piers adopts the overturning method, the climbing form method, and the sliding form method. The latter two are generally only used for bridges with a small number of pier heights because of the large one-time investment, while the construction of high pier groups generally adopts the overturning method of steel formwork. Construction mostly. The disadvantage of the overturning method of construction is that the appearance quality of the poured pier body ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D19/02
Inventor 王勇吕茂丰李忠
Owner CHINA RAILWAY NO 5 ENG GRP
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