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Integral wall and its construction technology

An integral, wall panel technology, applied in the direction of walls, building materials, building components, etc., can solve the problems of wasting energy, polluting the environment, poor flatness, etc., achieving the effect of simple construction process operation, simple overall structure, and improved stability.

Active Publication Date: 2017-10-03
HEFEI DESIGN & RES INST LLC OF COAL IND
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the field of housing construction, the frame structure is generally made first, including load-bearing beams and columns, and then a filling wall (brick wall) is built between the load-bearing beams and columns to play the role of enclosure and separation, but the brick wall has the following disadvantages: 1. Slow construction (a skilled bricklayer builds a wall of 7-8 square meters in 8 hours a day); 2. The wall surface is uneven and poor in flatness; 3. The thickness of the brick wall mortar joints is different, and the outer wall The fullness of the joint mortar is not enough, which will easily lead to leakage of the external wall; 4. The wall and the frame column and the floor beam and slab belong to the secondary lap joint, and cracks are prone to occur at the junction; 5. The wall and the frame column are rigidly connected, and the seismic performance is poor; 6. The loss of wall materials is large, wasting energy and polluting the environment

Method used

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  • Integral wall and its construction technology
  • Integral wall and its construction technology
  • Integral wall and its construction technology

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] see figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 and Image 6 .

[0036] The integral wall includes a load-bearing frame composed of an upper load-bearing beam 51, a lower load-bearing beam 52, and two load-bearing columns 53 connected between the upper load-bearing beam 51 and the lower load-bearing beam 52, and the integral wall also includes a prefabricated wall panel 10, The prefabricated wall panel 10 is installed between the upper load-bearing beam 51, the lower load-bearing beam 52 and two load-bearing columns 53, and the lower side of the prefabricated wall panel 10 passes through the first vibration isolation pad 61 and the lower load-bearing beam. 52, the left and right sides of the prefabricated wall panel 10 are respectively connected to the inner surfaces of the two load-bearing columns 53 through the second shock-isolating pad 62, and the lower load-bearing beam 52 is connected to the prefabricated wall panel 10 are provided with a plurali...

Embodiment 2

[0045] see Figure 7 .

[0046] This embodiment is similar to Embodiment 1, so only the differences will be described. Their difference lies in that: the plurality of fiber units 120 are arranged in honeycomb and filled in the foamed concrete matrix 110 . The honeycomb structure is a very high-strength structure, and this arrangement can also improve the strength of the present invention.

Embodiment 3

[0048] see Figure 8 .

[0049] This embodiment is similar to Embodiment 1, so only the differences will be described. Their difference is that: the prefabricated wall panel 10 is provided with a hole 4 for installing a door, the hole wall of the hole 4 is covered with a hole wall reinforced frame plate 41, and the hole wall reinforced frame plate 41 is made of reinforced concrete production. According to the design requirements, some filling walls need to open holes 4 for installing doors, and the set hole wall reinforcement frame plate 41 can not only enhance the strength and stability of the holes 4, but also provide a A stable mount. In this embodiment, the lower end of the hole 4 extends to the lower side of the prefabricated wall panel 10 to form an opening, and the upper end of the hole 4 is close to the upper side of the prefabricated wall panel 10, so that the upper and lower ends of the hole wall reinforced frame plate 41 are in contact with the outer reinforced f...

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Abstract

The integral wall includes a load-bearing frame composed of an upper load-bearing beam, a lower load-bearing beam, and two load-bearing columns connected between the upper load-bearing beam and the lower load-bearing beam. The integral wall also includes a prefabricated wall panel, and the prefabricated wall panel The lower side is connected to the upper side of the lower load-bearing beam through the first vibration isolation pad, and the left and right sides of the prefabricated wall panel are respectively connected to the inner sides of the two load-bearing columns through the second vibration isolation pad. A plurality of first connecting ribs are provided between the lower load-bearing beam and the prefabricated wall panel, and a plurality of second connecting ribs are provided between the upper load-bearing beam and the prefabricated wall panel. The integral wall of the invention has the advantages of simple structure, easy manufacture, high bearing capacity and good anti-seismic performance. The invention also provides the construction process of the integral wall, which is simple to operate and easy to implement, can ensure the stability of the integral wall, and cracks are not easy to occur at the joints of the integral wall and load-bearing beams and load-bearing columns.

Description

technical field [0001] The invention relates to the field of building materials, in particular to an integral wall and its construction technology. Background technique [0002] In the field of housing construction, the frame structure is generally made first, including load-bearing beams and columns, and then a filling wall (brick wall) is built between the load-bearing beams and columns to play the role of enclosure and separation, but the brick wall has the following disadvantages: 1. Slow construction (a skilled bricklayer builds a wall of 7-8 square meters in 8 hours a day); 2. The wall surface is uneven and poor in flatness; 3. The thickness of the brick wall mortar joints is different, and the outer wall The fullness of the joint mortar is not enough, which will easily lead to leakage of the external wall; 4. The wall and the frame column and the floor beam and slab belong to the secondary lap joint, and cracks are prone to occur at the junction; 5. The wall and the f...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/64E04B1/98E04C2/38E04C2/26
Inventor 沈佳欣丁大勇
Owner HEFEI DESIGN & RES INST LLC OF COAL IND