Construction method for cast-in-situ caisson formwork-supporting system

A construction method and caisson technology, applied in caissons, infrastructure engineering, construction, etc., can solve the problems of poor verticality, floating formwork, large number of steel pipes, etc., and achieve the effect of reducing structural stability

Active Publication Date: 2016-06-15
ZHEJIANG CHANHIGH MUNICIPAL GARDEN CONSTR CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the inner mold of the caisson must be supported firmly to prevent large deformation
[0003] The traditional caisson support formwork uses steel pipes to build bent frames as the formwork support system. This process uses a large number of steel pipes, and the erection period is long, and it is prone to defects such as formwork floating, expansion, and poor flatness and verticality of the concrete wall. Construction Difficult to guarantee quality
The formwork support inside the caisson needs to set up scaffolding from top to bottom. Due to the excavation of the soil inside the caisson, it is necessary to repeatedly erect and dismantle the scaffolding, and with the excavation of the soil in the caisson, the underground construction is more complicated. It is more difficult to erect scaffolding inside the well construction; the outer formwork of the caisson also needs to be repeatedly installed and removed, and the construction efficiency is low

Method used

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  • Construction method for cast-in-situ caisson formwork-supporting system
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  • Construction method for cast-in-situ caisson formwork-supporting system

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Embodiment Construction

[0026] In this embodiment, the steel structure welding process, bolt connection construction process, formwork setting process, and concrete pouring construction process will not be repeated in this implementation, and the embodiments of the structure related to the present invention will be focused on.

[0027] figure 1 It is a structural schematic diagram of the first section of the caisson formwork system of the present invention. refer to figure 1 As shown, the cast-in-place caisson formwork support system of the present invention mainly includes: pad frame 4, inner formwork 7, outer formwork 8, screw rod 11, oblique support 14, transverse support 16, wall-penetrating steel pipe 20, movable rod 29, embedded Pieces 22, double-row scaffolding 17.

[0028] refer to figure 1 As shown, before the construction of the caisson formwork, a layer of sand and gravel cushion 1 is first laid on the bottom of the caisson, and a layer of plain concrete cushion 2 is poured on the sand ...

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Abstract

The invention relates to a construction method for a cast-in-situ caisson formwork-supporting system. The construction method comprises the following main construction steps: (1) excavation of a foundation pit; (2) laying of cushion layers; (3) building of a scaffold; (4) erection of first-section caisson formworks; (5) concrete pouring and maintenance; (6) detachment and sinking for the first-section caisson formworks; and (7) erection of second-section caisson formworks. The structure disclosed by the invention is convenient to disassemble and assemble, high in construction efficiency, capable of realizing cantilever formwork-supporting in a caisson and realizing the horizontal movements of the formworks, adaptive to caisson formwork-supporting systems with different heights, and high in economic and technical benefits.

Description

technical field [0001] The invention relates to a cast-in-place caisson formwork system, in particular to a construction method for a cast-in-place caisson formwork system. technical background [0002] The application of caissons in practical engineering is increasing. However, due to the uncertainty of geological conditions, the diversity of construction environments, the complexity of construction management, etc., the construction of caissons makes the construction of caissons non-deterministic. feature. At the same time, the inner mold of the caisson wall is affected by the lateral pressure of the concrete during concrete construction, so the more it is drilled, the tighter it will be, and it will not cause cracking or leakage. However, the inner mold of the caisson must be supported firmly to prevent large deformation. [0003] The traditional caisson support formwork uses steel pipes to build bent frames as the formwork support system. This process uses a large numb...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D23/00
CPCE02D23/00E02D2250/0007
Inventor 王新泉
Owner ZHEJIANG CHANHIGH MUNICIPAL GARDEN CONSTR CO LTD
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