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Assembly type revetment component and assembly type revetment construction method

A construction method and prefabricated technology, applied in the direction of foundation structure engineering, pier, quay wall, etc., can solve the problems of large environmental impact and low construction efficiency of cast-in-place reinforced concrete structures, achieve small environmental impact, shorten the on-site construction period, low cost effect

Inactive Publication Date: 2021-04-09
SHANGHAI MUNICIPAL ENG DESIGN INST GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a prefabricated bank revetment component in order to overcome the limitations of the conventional bank revetment in the prior art, which has limitations in the application of soft soil foundation rivers, the construction efficiency of cast-in-place reinforced concrete structures is low, and the environmental impact is large. and prefabricated revetment construction method

Method used

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  • Assembly type revetment component and assembly type revetment construction method
  • Assembly type revetment component and assembly type revetment construction method
  • Assembly type revetment component and assembly type revetment construction method

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Embodiment Construction

[0047] The present invention is further illustrated below by means of examples, but the present invention is not limited to the scope of the examples.

[0048] This embodiment discloses an assembled revetment component, such as Figure 1-4 As shown, the assembled revetment component includes a prefabricated square pile 1, a prefabricated bottom plate 2 and a prefabricated imitation wood pile 4. The lower part of the prefabricated square pile 1 is used to insert into the soil; the prefabricated bottom plate 2 is provided with a reserved hole 3, and the prefabricated bottom plate 2 is set on the top of the prefabricated square pile 1 through the reserved hole 3; a plurality of prefabricated imitation wood piles 4 are arranged side by side , the bottom of the prefabricated imitation wood pile 4 is connected to the top surface of the prefabricated bottom plate 2, and the top of the prefabricated imitation wood pile 4 extends upwards to form a retaining wall. figure 1 Revetment sl...

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Abstract

The invention discloses an assembly type revetment component and a construction method. The assembly type revetment component comprises a prefabricated square pile, a prefabricated bottom plate and prefabricated wood-like piles, wherein the lower portion of the prefabricated square pile is used for being inserted into soil, a preformed hole is formed in the prefabricated bottom plate, the prefabricated bottom plate is arranged at the top of the prefabricated square pile in a sleeving mode through the preformed hole, the multiple prefabricated wood-like piles are arranged side by side, the bottoms of the prefabricated wood-like piles are connected to the top face of the prefabricated bottom plate, and the tops of the prefabricated wood-like piles extend upwards to form a retaining wall. Effective connection is adopted for the assembly type revetment component, the requirements for soil blocking and bearing capacity can be met, and the structure is safe and reliable; and the cost is low, the universality is good, on-site cast-in-place concrete construction steps are completely avoided, the on-site construction period is shortened, the construction quality is good, and the environmental influence is small.

Description

technical field [0001] The invention relates to the technical field of river engineering construction, in particular to an assembled revetment component and a construction method for the assembled revetment. Background technique [0002] At present, river revetments mainly include slope-type, vertical and composite sections. Usually, when the grading space on both sides of the urban river is small and the requirements for flood and scour prevention are high, vertical revetment sections or composite sections are required to save land. Type revetment section, erect revetment structure on soft soil foundation, in order to meet the requirements of structure and overall stability, it is often necessary to carry out foundation treatment or use pile foundation. [0003] Conventional vertical revetment or composite revetment has gravity retaining wall structure, pile cap retaining wall structure, etc. New gravity structure on soft soil foundation needs foundation treatment, which is...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06E02B3/12E02D5/30
CPCE02B3/06E02B3/12E02D5/30
Inventor 顾威董学刚马如彬邹恒易风曹坤王弘元
Owner SHANGHAI MUNICIPAL ENG DESIGN INST GRP
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