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Method of constructing earthquake-resistant buildings with steel mesh frame polystyrene sandwich panels

A polystyrene and steel wire mesh frame technology, which is used in building construction, building material processing, construction, etc., can solve the problem that the external load requirements of the floor cannot be met, the wall can not be independently load-bearing, and the joints of the wall panels are not well handled. and other problems, to achieve the effects of good seismic resistance, shortened construction period and improved seismic performance

Inactive Publication Date: 2011-11-30
哈尔滨广为节能墙体材料开发有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to solve the problem that the walls of existing energy-saving buildings cannot independently bear weight, the joints of wall panels are not well treated, and the floors cannot be used. The external load requirements of the floor slab are stipulated, and the seismic requirements cannot be met, and a method of using steel wire grid polystyrene sandwich panels to construct earthquake-resistant buildings is provided.

Method used

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  • Method of constructing earthquake-resistant buildings with steel mesh frame polystyrene sandwich panels
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  • Method of constructing earthquake-resistant buildings with steel mesh frame polystyrene sandwich panels

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specific Embodiment approach 1

[0007] Specific implementation mode 1: Combination Figure 1~Figure 10 To explain this embodiment, this embodiment is realized by the following steps: Step 1, laying foundation 1; Step 2, laying ground ring beams 2 on foundation 1, and each ground ring beam 2 is provided with two rows of embedded parts 3 , And the two rows of embedded parts 3 are arranged staggered in parallel, the spacing between the embedded parts 3 in each row of embedded parts 3 is 550mm~650mm, and one end of the embedded parts 3 is embedded in the ground ring beam 2. The other end of the embedded part 3 is exposed outside the ground ring beam 2, and the height H of the embedded part 3 exposed outside the ground ring beam 2 is 340mm~360mm. The distance between the two embedded parts 3 and the lower wall 4 Step 3: Install the lower wall 4 between the two embedded parts 3. While installing the lower wall 4, leave the lower window opening and lower door opening; Step 4. Install the lower window opening: lower ...

specific Embodiment approach 2

[0008] Specific embodiment two: specific embodiment three: combination figure 1 To illustrate this embodiment, the lower wall 4 in steps 3 to 6 of this embodiment is a steel wire mesh polystyrene sandwich panel, and the upper wall 6 in steps 7 to 11 is a steel wire mesh polymer The styrene sandwich panel, the steel wire diameter and the web wire diameter in the steel wire mesh frame polystyrene sandwich panel are φ2.5~φ3mm, and the steel wire mesh is 50mm×50mm. This design makes the structure of the steel mesh frame polystyrene sandwich panel reasonable, saves materials and reduces costs. The steel mesh frame polystyrene sandwich panel has the characteristics of independent load-bearing, good seismic performance and environmental protection. The other steps are the same as in the first embodiment.

specific Embodiment approach 3

[0009] Specific implementation mode three: combination figure 2 with image 3 To describe this embodiment, the diameter of the steel bar 13 in step 4, step 5, step 8 and step 9 of this embodiment is φ10mm˜φ14mm. The diameter of the steel bar 13 within the above range increases the load-bearing capacity of the window opening and the door opening, improves the wind and snow load of the doors and windows, and greatly improves the overall seismic resistance of the building. The other steps are the same as the first or second embodiment.

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Abstract

The invention discloses a method for building an anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates and relates to a method for building a storied building, which can solve the problems that a wall body of the existing storied building can not bear loads, the treatment of joints of wall plates is poor and the anti-seismic requirements can not be achieved. The method comprises the following steps: 1) laying a foundation; 2) laying a ground ring beam on the foundation; 3) mounting a lower-layer wall body between two embedded parts; 4) mounting a lower-layer window hole, buckling a U-shaped strengthening net on each side surface of the lower-layer window hole and arranging strengthening net strips at junctions of the U-shaped strengthening nets which are transversely arranged and the U-shaped strengthening nets which are vertically arranged respectively; 5) mounting a lower-layer door hole, buckling the U-shaped strengthening net on each side surface of the lower-layer door hole except the bottom surface and arranging the strengthening net strips at the junctions of the U-shaped strengthening nets which are transversely arranged and the U-shaped strengthening nets which are vertically arranged; 6) mounting a layer of shed roof; 7) mounting an upper-layer wall body; 8) mounting an upper-layer window hole; 9) mounting an upper-layer door hole; and 10) mounting a top-layer shed roof 7. The method is used for building the anti-seismic storied building.

Description

Technical field [0001] The invention relates to a building construction method. Background technique [0002] The walls and slabs of the existing energy-saving buildings are all made of reinforced concrete frames or steel structures for load-bearing. The walls cannot bear the load independently, the joints of the wall panels are not handled well, and cracks are common after survival. Special strengthening treatments and floor slabs cannot be used. And the stairs do not meet the external load requirements of the national regulations, and the overall performance is not good, and it does not meet the seismic requirements. In the event of a destructive earthquake, the lives and property of the people cannot be guaranteed. Summary of the invention [0003] The purpose of the present invention is to solve the problems that the walls of the existing energy-saving buildings cannot bear the load independently, the joints of the wall panels are not handled well, the floor slab cannot be mad...

Claims

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Application Information

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IPC IPC(8): E04G21/00E04H9/02E04B2/72E04C5/01E04C5/02E04C5/04
Inventor 赵海元
Owner 哈尔滨广为节能墙体材料开发有限公司
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