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Prefabricated cantilever retaining wall formed by assembly

A technology of prefabricated assembly and combined methods, applied in protection devices, buildings, artificial islands, etc., can solve the problems of complex on-site operations, low transportation efficiency, low prefabrication rate, etc., and achieve high template turnover rate and transportation space utilization rate High, prefabricated and convenient effects

Pending Publication Date: 2020-10-02
SHANGHAI MUNICIPAL ENG DESIGN INST GRP +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the prefabricated retaining wall used in the national standard atlas has its upper structure (panels and ribs) prefabricated in factories, but the floor structure is still constructed on site. This method of prefabricating the upper structure is more troublesome and the transportation efficiency is not high. (with ribs), the prefabrication rate is low, the maintenance time is long, and the on-site operation is relatively complicated

Method used

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  • Prefabricated cantilever retaining wall formed by assembly
  • Prefabricated cantilever retaining wall formed by assembly
  • Prefabricated cantilever retaining wall formed by assembly

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Embodiment Construction

[0031] The prefabricated cantilever retaining wall proposed by the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. The advantages and features of the present invention will become clearer from the following description. The technical content and features of the present invention will be described in detail below by referring to the illustrated embodiments in conjunction with the accompanying drawings. It should be further noted that all the drawings are in very simplified form and use imprecise scales, and are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present invention.

[0032] Combine below Figure 1~Figure 3 The connection and structural composition of the prefabricated cantilever retaining wall of the present invention will be described in detail.

[0033] In the figure: 1-prefabricated panel; 2-prefabricated bottom plate; 3-bottom plate...

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Abstract

A novel prefabricated cantilever retaining wall formed by assembly is provided. A prefabricated bottom plate is provided with a clamping groove and a tenon, and a prefabricated panel is provided witha lower portion matched with the clamping groove. Moreover, embedded connecting bolts are arranged in the prefabricated bottom plate, and reserved holes matched with the embedded connecting bolts areformed in the prefabricated panel. After the prefabricated bottom plate is hoisted in place, the prefabricated panel is hoisted to enable the lower portion of the panel to be exactly inserted into theclamping groove of the bottom plate. The embedded connecting bolts of the prefabricated bottom plate penetrate through the reserved holes of the prefabricated panel, and the panel and the bottom plate are connected into an integral structure through connecting nuts. According to the prefabricated cantilever retaining wall in the form, factory prefabrication, transportation and field installationare facilitated, the workload of field steel bar binding and concrete pouring is reduced to the maximum extent, the concrete curing time is shortened to the maximum extent, and the construction periodof the retaining wall is effectively shortened. The strength and stability of wall connection can be guaranteed, the connection is reliable, the structure is simple, and construction is convenient. The connecting quality of the prefabricated parts is easily guaranteed, and good popularization value is achieved.

Description

technical field [0001] The invention relates to the technical field of road engineering prefabrication and assembly, in particular to a prefabricated cantilever retaining wall connected in a combined manner. Background technique [0002] Conventional cantilever retaining walls are basically cast-in-place, but the concrete strength of the wall is low and the amount of reinforcement is high; the amount of formwork is large, the turnover rate is low, and the construction efficiency is low; the construction site requires a lot of labor and labor costs; the process Complexity, slow construction speed, on-site maintenance and other issues. [0003] The conventional cantilever retaining wall adopts a section of 10m, the shape of the section is "L-shaped", the length is 10m, the width of the bottom plate is 4~5m, the height is 2~5m, and the maximum weight is 80 tons. If it is prefabricated in a factory and installed on site, Factory prefabrication is difficult, and transportation r...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/02E02D29/16E02D31/02
CPCE02D29/0266E02D29/16E02D31/02
Inventor 袁胜强华锋赵勇毛由田金忠良张俊沈伟尹富秋崔玉宝林景赐
Owner SHANGHAI MUNICIPAL ENG DESIGN INST GRP