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A combined concrete formwork system and its construction method

A technology of concrete formwork and construction method, which is applied to the connection parts of formwork/formwork/work frame, formwork/formwork components, and basic structure engineering, etc. It can solve problems such as concrete cracking and inability to release concrete temperature stress, and achieve The effect of eliminating temperature stress, low cost, and preventing cracking

Active Publication Date: 2021-06-18
SHANGHAI CONSTRUCTION GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At this stage, the formwork used in concrete pouring is generally fixed according to the design structure size, so that the internal temperature stress of the concrete cannot be released, and it is easy to cause concrete cracking

Method used

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  • A combined concrete formwork system and its construction method
  • A combined concrete formwork system and its construction method
  • A combined concrete formwork system and its construction method

Examples

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Embodiment 1

[0039] Combine below Figure 1 to Figure 4 , to describe in detail the combined concrete formwork system and construction method of the present invention.

[0040] Please refer to Figure 1 to Figure 4 , a combined concrete formwork system comprising:

[0041] The bottomless box and the power system, the front side wall 1, the left side wall 2 and the rear side wall 3 of the bottomless box are all fixed, and the right side wall 4 is close to or away from the bottomless box under the action of the power system; no Both the top of the front side wall 1 and the rear side wall 3 of the bottom box are provided with slide rails 5; the right side wall 4 includes an upper steel mold 41 and a lower waterproof rubber strip 42 fixedly connected, and the top two ends of the upper steel mold 41 are hung symmetrically. The sliding assembly 6 is provided, the height of the sliding assembly 6 is consistent with the height of the waterproof rubber strip 42, and the sliding assembly 6 coopera...

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Abstract

The invention belongs to the technical field of large-volume concrete crack control, and in particular relates to a combined concrete formwork system and a construction method, aiming at controlling large-volume concrete cracks. It includes a bottomless box and a power system. The front side wall, left side wall and rear side wall of the bottomless box are fixed, and the right side wall approaches or moves away from the bottomless box under the action of the power system. The right side wall Including the fixedly connected upper steel mold and the lower water-stop rubber strip, the top of the upper steel mold is symmetrically cantilevered at both ends to set up sliding components and supporting power systems, so that the right side wall can slide on the slide rails on the top of the front and rear side walls, and the displacement can be achieved. f(x) Control the deformation of the absorbed concrete, eliminate the internal temperature stress of the concrete, and prevent the concrete from cracking; at the same time, through the displacement f(x) Controls the amount of left shift of the right side wall on the property's front and rear side walls f (x) max , which can effectively ensure that the size of the concrete structure meets the design requirements.

Description

technical field [0001] The invention belongs to the technical field of large-volume concrete crack control, and in particular relates to a combined concrete formwork system and a construction method thereof. Background technique [0002] With the continuous development of concrete structures towards higher heights and larger spans, the size of concrete structures is also increasing, which makes the temperature rise faster and faster during the concrete pouring process, and the peak temperature is also higher and higher , leading to the continuous increase of temperature stress and internal stress concentration phenomenon, once the stress is not released, cracks will be generated inside the concrete, which will lead to cracking of the concrete, which is especially prominent in the pier structure. [0003] At present, the formwork used in concrete pouring is generally fixed according to the design structure size, so that the internal temperature stress of the concrete cannot b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G9/02E04G17/00E04G21/02E02D15/02
CPCE02D15/02E04G9/02E04G17/00E04G21/02
Inventor 徐俊占羿箭
Owner SHANGHAI CONSTRUCTION GROUP
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