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Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof

A mortar-free, shear wall technology, applied in the direction of walls, building components, buildings, etc., can solve the problems of weakening the wall, many blocks, and inability to construct, and achieves the effect of saving engineering costs, good overall performance, and no need for formwork.

Inactive Publication Date: 2013-06-19
ZHUZHOU BOERMAN TECH DEV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the currently commonly used reinforced masonry shear walls use mortar as the bonding material, the construction process is complicated, the construction speed is slow, and the mortar is easy to fall into the cavity of the block during construction. , Need to set up cleaning holes, leakage and other shortcomings, which not only wastes more materials, but also increases the cost
Moreover, the existence of cleaning holes will also locally weaken the wall and cause too many blocks

Method used

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  • Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof
  • Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof
  • Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0028] see figure 1 , a kind of masonry shear wall with no mortar reinforced block with filling holes, the masonry method is joint joint masonry, including formwork blocks, vertical steel bars, transverse steel bars, core-filled concrete and prefabricated connectors; the upper and lower skins The molded blocks are clamped together by the clamp head, and the prefabricated connectors are inserted into the connecting groove to geometrically interlock the left and right, upper and lower sides of the molded blocks; there are vertical steel bars in the holes of the molded blocks, and the upper and lower two leather blocks There are transverse steel bars between them, and the core-filled concrete is poured into the holes to form a masonry shear wall without mortar reinforcement in the holes.

[0029] see figure 2 , image 3 , Figure 4 , insert the prefabricated connecting piece into the connecting groove of the modular block.

[0030] see Figure 5 , the arrangement of the pre...

Embodiment 2

[0040] see Figure 8 , a kind of masonry shear wall with filling holes and no mortar reinforcement blocks, the masonry method is staggered masonry, including formwork blocks, vertical steel bars, transverse steel bars, core-filled concrete and prefabricated connectors; two adjacent The leather molded blocks are clamped together up and down through the card slots, and the connectors are inserted into the reserved connection holes to geometrically interlock the left and right, upper and lower sides of the molded blocks; there are vertical steel bars in the holes of the molded blocks, and the upper and lower two There are transverse steel bars between the skin blocks, and the core-filled concrete is poured into the holes to form a masonry shear wall with no mortar reinforced blocks in the holes.

[0041] see figure 2 , image 3 , Figure 4 , insert the prefabricated connecting piece into the connecting groove of the modular block.

[0042] see Figure 6 , the arrangement of...

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Abstract

The invention discloses a filling-hole non-mortar reinforcement building block brick shear wall and a construction method of the shear wall. The shear wall comprises a die card block, a vertical reinforcement; a transverse reinforcement, core-filling concrete and a prefabricated connecting piece, an upper die card block and a lower die card block are engaged together through a clamping head. The right portion, the left portion, the upper portion and the lower portion of the die card block are locked together in a geometrical mode by inserting the precut connecting piece into a connecting groove. The vertical reinforcement is installed inside a hole of the die card block and the transverse reinforcement is installed between the upper die card block and the lower die card block. The entire wall is formed by filling the core-filling concrete into a hole. The method of the shear wall comprises a step of preparation work; a step of arranging the vertical reinforcement; a step of paving building blocks; a step of connecting the connecting piece; a step of arranging the transverse reinforcement; a step of grouting; a step of maintaining and protecting.

Description

technical field [0001] The invention relates to the field of building walls, in particular to a perforated non-mortar reinforced block masonry shear wall and a construction method thereof. Background technique [0002] Reinforced masonry shear wall structure has been widely used in multi-storey and high-rise buildings because of its low engineering cost and other advantages. However, the currently commonly used reinforced masonry shear walls use mortar as the bonding material, the construction process is complicated, the construction speed is slow, and the mortar is easy to fall into the cavity of the block during construction. , It is necessary to set cleaning holes, leakage and other shortcomings, so that more materials are wasted and the cost is increased. Moreover, the existence of cleaning holes will also locally weaken the wall and cause too many blocks. Therefore, the market is in great need of a reinforced block masonry shear wall that does not need mortar, is conv...

Claims

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Application Information

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IPC IPC(8): E04B2/18E04B2/26E04G21/00
Inventor 黄靓许颀包堂堂颜立波
Owner ZHUZHOU BOERMAN TECH DEV
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