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An integrated pouring connection structure of shear wall and filling wall and its formwork structure

A technology for connecting structures and filling walls, which is applied in the direction of building components, building structures, formwork/formwork/work frames, etc., can solve the problems of unfavorable projects with tight construction schedules, shorten the construction period, ensure separation performance, and improve compactness sexual effect

Active Publication Date: 2022-02-08
浙江东设建筑设计有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In view of the related technologies mentioned above, the inventor believes that the construction of the infill wall needs to wait for the concrete of the shear wall to harden and remove the formwork, which is unfavorable for projects with tight construction schedules

Method used

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  • An integrated pouring connection structure of shear wall and filling wall and its formwork structure
  • An integrated pouring connection structure of shear wall and filling wall and its formwork structure
  • An integrated pouring connection structure of shear wall and filling wall and its formwork structure

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Embodiment 1

[0045] The embodiment of the present application discloses an integrated pouring connection structure of a shear wall and a filling wall. refer to figure 1 , 2 , the integral pouring connection structure of the shear wall and the infill wall is connected between the structural beams 2 of two adjacent floors 1, and the integral pouring connection structure of the shear wall and the infill wall includes two cast-in-place shear force The wall section 3 and the cast-in-place filling wall section 4 located between the two cast-in-place shear wall sections 3 are formed by pouring together the cast-in-place shear wall section 3 and the cast-in-place filling wall section 4, and the cast-in-place filling wall section 4 and the cast-in-place A partition plate 5 is arranged between the shear wall sections 3 , and the partition plate 5 is arranged at the full height along the height direction of the cast-in-place shear wall section 3 .

[0046] Compared with using blocks to form infill ...

Embodiment 2

[0057] The difference between embodiment two and embodiment one is that, referring to Figure 5 , the backing plate 6 and the partition plate 5 both include a first plate segment 7, a second plate segment 8 and a third plate segment 16, and the first plate segment 7, the second plate segment 8 and the third plate segment 16 are filled along the cast-in-place The thickness direction of the wall sections 4 is distributed sequentially at intervals, and waterproof strips 9 are fixedly connected between the second panel section 8 and the first panel section 7 or between the second panel section 8 and the third panel section 16 .

[0058] The projection of the vertical ribs 13 of the skeleton mesh 11 is located in the second plate section 8 of the backing plate 6, and the projection of the transverse ribs 14 of the skeleton mesh 11 along the length direction of the transverse ribs 14 is located in the second plate section 8 of the partition plate 5, reducing water flow The possibili...

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Abstract

This application relates to a shear wall and filling wall integrated pouring connection structure, which is connected between the structural beams on two adjacent floors, including two cast-in-place shear wall sections arranged at intervals and fixedly connected to two cast-in-place shear wall sections. The cast-in-place filling wall section between the wall sections is provided with a partition assembly, and the partition assembly includes a partition plate fixedly connected between the cast-in-place shear wall section and the cast-in-place filling wall section . This application has the effect of shortening the construction period.

Description

technical field [0001] The present application relates to the technical field of building construction, in particular to an integrated pouring connection structure of a shear wall and a filling wall and a formwork structure thereof. Background technique [0002] The wall that plays the role of enclosure and separation and does not participate in the vertical load transfer of the structure is called a filling wall. [0003] Shear walls are also called wind-resistant walls, seismic walls or structural walls. Walls in houses or structures that mainly bear horizontal loads and vertical loads caused by wind loads or earthquakes to prevent structural shear damage. [0004] Existing shear walls and infill walls are usually formed by pouring the shear walls first, and holes for the masonry shear walls are reserved when the formwork is set up. After the shear wall is cured and hardened, the formwork is removed, and then the filling wall is formed by masonry from bottom to top. [...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/84E04G11/08E04B1/66E04G21/08
CPCE04B2/84E04G11/08E04B1/66E04G21/08
Inventor 王恒
Owner 浙江东设建筑设计有限公司