Assembled integral type masonry wall assembling structure and construction method thereof

A construction method and integrated technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of difficult control of construction quality, insufficient labor, and large amount of wet work on site, so as to improve on-site construction conditions and meet functional requirements. , the effect of reducing labor intensity

Inactive Publication Date: 2015-11-18
ZHUZHOU BOERMAN TECH DEV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

In addition to providing good fire resistance, heat insulation and sound insulation properties for buildings, masonry walls can be built into walls of any shape and size, and are very flexible in use. However, the construction of masonry walls in our country faces many problems. Insufficient labor force, difficult to control the construction quality, large amount of wet work on site, complicated p

Method used

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  • Assembled integral type masonry wall assembling structure and construction method thereof
  • Assembled integral type masonry wall assembling structure and construction method thereof
  • Assembled integral type masonry wall assembling structure and construction method thereof

Examples

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Embodiment 1

[0023] An assembled monolithic masonry wall assembly structure and its construction method. It is composed of prefabricated masonry wall pieces, reinforced concrete structural columns, and cast-in-place ring beam floor slabs. The prefabricated masonry wall pieces are built with concrete hollow blocks in the factory according to requirements. It is built by machine spraying and machine masonry. There are horse-toothed bars at the ends of the wall pieces. After the adjacent wall pieces are hoisted in place, steel bars are placed in the horse-toothed bars between them, and concrete is poured to form structural columns. The upper part of the wall is a cast-in-place ring beam, and its construction steps include:

[0024] a. Before the wall piece is hoisted, check the number of the wall piece and check whether the wall piece is intact;

[0025] b. Measure the setting-out to determine the position of the wall piece, such as figure 2 , hoist the wall piece to the structural installa...

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PUM

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Abstract

The invention discloses an assembled integral type masonry wall assembling structure and a construction method thereof, and belongs to the field of building walls and construction. The assembled integral type masonry wall assembling structure consists of prefabricated masonry walls, reinforced concrete construction columns and a cast-in-situ ring beam floor, and is characterized in that combed joints are reserved at an end of each prefabricated masonry wall; reinforcing steel bars are placed in the combed joints between each two adjacent walls and are concreted to form the reinforced concrete construction columns; cast-in-situ ring beams are arranged on the upper portions of the walls; the adjacent walls are connected to one another through the reinforced concrete construction columns and cooperate through the ring beams; the walls are prefabricated in a factory and are hoisted in field; wet construction amount of field construction is reduced; construction speed is increased greatly; a construction period is shortened; and requirements of building industrialization are met. The construction method comprises the following steps of hoisting the prefabricated masonry walls in place; placing the reinforcing steel bars in the combed joints of the adjacent walls; erecting pole shuttering and concreting to form the reinforced concrete construction columns; erecting the ring beams and a slab form; pouring the upper reinforced concrete ring beams and the floor; and maintaining and protecting.

Description

technical field [0001] The application relates to the field of building walls and construction, more precisely, it relates to an assembled monolithic masonry wall assembly structure and a construction method thereof. Background technique [0002] As early as the 1940s and 1950s, developed countries first carried out innovative research on building walls, changing from small materials (standard bricks for sintered products) to large wall materials, and from large wall materials to lightweight panels and composite panels. , that is, to develop in the direction of prefabricated building walls, and then to change from cast-in-place to prefabricated floors, beams, and columns. After more than half a century of development, countries have basically formed their own industrialized building systems and supporting walls. Material leading products. Japan is relatively advanced in the research work of prefabricated building structural systems. In recent years, many prefabricated struc...

Claims

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Application Information

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IPC IPC(8): E04B2/64E04G21/00E04G21/14
Inventor 黄靓包堂堂王海
Owner ZHUZHOU BOERMAN TECH DEV
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