Cast-in-place concrete non-stress constructional wall

Abstract

The utility model relates to a cast-in-place concrete non-stress constructional wall which comprises an outer wall main body template, a wall bottom structural beam template, a wall column top structural beam template, a structural main body vertical component template, a wall longitudinal bar, a wall horizontal bar, a wall tie bar, a horizontal seam pulling plate and a vertical seam pulling plate. Before concrete of the wall bottom structural beam formwork is initially set, the horizontal seam pulling plate is pressed into the concrete, and after the concrete of the wall bottom structural beam formwork is solidified, the wall bottom structural beam formwork is dismantled to form a wall bottom structural beam; the joint pulling plates are arranged on the wall bottom and the two sides of the wall, so that the peripheral non-structural wall body and the main body structure of the building can be synchronously poured and formed, the tedious working procedure of building after a main body frame is completed in the traditional masonry filler wall construction is avoided, the construction process is greatly simplified, the construction period is shortened, and the construction efficiency is improved.

Description

Technical Field

[0001] The utility model relates to a cast-in-place concrete non-stress-bearing structural wall. Background Art

[0002] Traditional building exterior walls are mainly made of masonry infill walls. This practice is usually carried out after the main frame construction is completed. The specific process is to first complete the main frame construction, then use bricks or blocks to build the exterior walls, and finally apply mortar on both sides of the completed wall for plastering. This traditional practice has many objective disadvantages.

[0003] First, since the outer masonry needs to be built after the main frame is constructed, an additional process is added, which prolongs the overall construction period. Secondly, after the masonry is completed, mortar must be applied to both sides, which not only increases the construction process, but also easily leads to quality problems such as uneven facades, hollowing of the plastering layer, and wall leakage. In addition, masonry infill walls generate a lot of dust during construction, and the noise is high when the wall is cut, which has an adverse impact on environmental protection and the lives of surrounding residents. These problems make traditional masonry infill walls unable to meet the needs of high-tech construction technology that the current construction industry strongly advocates, such as aluminum film climbing frame construction technology. Utility Model Content

[0004] The utility model aims to provide a cast-in-place concrete non-stress structural wall which simplifies construction procedures, improves construction quality and reduces environmental impact.

[0005] The purpose of the utility model is achieved in this way:

[0006] A cast-in-place concrete non-stress-bearing structural wall, comprising an exterior wall main body formwork, a wall bottom structural beam formwork, a wall column top structural beam formwork, a structural main body vertical component formwork, wall longitudinal reinforcement, wall horizontal reinforcement, wall tension reinforcement, a horizontal seam plate and a vertical seam plate. After the concrete is poured into the wall bottom structural beam formwork, before the concrete of the wall bottom structural beam formwork is initially set, the horizontal seam plate is pressed into the concrete, and after the concrete of the wall bottom structural beam formwork is set, the wall bottom structural beam formwork is removed to form the wall bottom structural beam.

[0007] The exterior wall main body template is arranged above the bottom structural beam of the wall, the structural main body vertical component templates are arranged on both sides of the exterior wall main body template, and the wall column top structural beam template is arranged on the top of the exterior wall main body template;

[0008] The wall longitudinal reinforcement, wall horizontal reinforcement and wall tension reinforcement are placed in the main body template of the exterior wall and tied together. The upper end of the wall longitudinal reinforcement extends into the top structural beam template of the wall column, and the wall horizontal reinforcement extends into the main body vertical component template of the structure. The vertical seam plates are respectively tied to both sides of the main body template of the exterior wall and extend into the main body vertical component template of the structure.

[0009] The exterior wall main body formwork, the column top structural beam formwork and the structural main body vertical component formwork are used together to cast concrete.

[0010] After the concrete of the exterior wall main body formwork solidifies, the exterior wall main body formwork is removed to form the exterior wall main body; after the concrete of the column top structural beam formwork solidifies, the column top structural beam formwork is removed to form the column top structural beam; after the concrete of the structural main body vertical component formwork solidifies, the structural main body vertical component formwork is removed to form the structural main body vertical component.

[0011] Reduce construction procedures and improve work efficiency: This patented design sets seam plates at the bottom and both sides of the wall, so that the non-structural walls of the building's perimeter and the main structure can be cast and formed simultaneously, avoiding the tedious process of waiting for the main frame to be completed before masonry construction in traditional masonry infill wall construction, thereby greatly simplifying the construction process, saving construction time and improving construction efficiency.

[0012] Improve construction quality and reduce quality risks: The use of cast-in-place concrete walls and the installation of seam plates at the bottom and sides of the walls effectively prevent the walls from participating in the overall stress of the main structure, reducing common quality problems such as water seepage, hollowing and cracking of the exterior walls. At the same time, the exterior facade of the cast-in-place concrete wall is smoother and more beautiful, which improves market acceptance.

[0013] Environmentally friendly construction, reducing the impact on the surrounding area: This patented method of combining aluminum formwork climbing frame construction can reduce dust and noise pollution during construction. Compared with traditional masonry infill walls, cast-in-place concrete wall construction is simpler and more environmentally friendly, which is conducive to protecting the construction environment and reducing the impact on the lives of surrounding residents.

[0014] Optimize material usage and improve structural safety: By setting finished seam panels at the bottom of the wall and on both sides of the wall, the structural independence of the non-load-bearing wall is ensured, avoiding its participation in load-bearing, optimizing material usage, and improving the safety and reliability of the overall structure.

[0015] The purpose of the utility model can also be solved by the following technical measures:

[0016] Furthermore, the concrete strength grade of the exterior wall body is consistent with the concrete strength grade of the vertical components of the structural body.

[0017] Consistent concrete strength grade ensures integrity and coordination: The concrete strength grade of the exterior wall body is consistent with the concrete strength grade of the vertical components of the main structure, so that the entire building structure remains consistent in material properties, which helps to improve the integrity and coordination of the structure and enhance the durability and safety of the building.

[0018] The beneficial effects of the utility model are as follows:

[0019] The utility model provides an environmentally friendly cast-in-place concrete non-stress structural wall which can be cast synchronously, simplifies the construction process, improves the construction quality, and overcomes many shortcomings of traditional masonry filling walls while meeting the needs of high-tech building construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a plan view of cast-in-place concrete non-load-bearing structural wall.

[0021] Figure 2 This is a schematic elevation diagram of the cast-in-place concrete non-load-bearing structural wall.

[0022] Figure 3 Schematic diagram of the vertical section of the cast-in-place concrete non-load-bearing structural wall.

[0023] Figure 4 Schematic diagram of the horizontal section of the cast-in-place concrete non-load-bearing structural wall. DETAILED DESCRIPTION

[0024] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0025] Example, combined with Figures 1 to 4 As shown, a cast-in-place concrete non-stress-bearing structural wall comprises an exterior wall main body template, a wall bottom structural beam template, a wall column top structural beam template, a structural main body vertical component template, a wall longitudinal reinforcement 2, a wall horizontal reinforcement 3, a wall tension reinforcement 4, a horizontal seam plate 5 and a vertical seam plate 6. After the wall bottom structural beam template is poured with concrete, before the concrete of the wall bottom structural beam template is initially set, the horizontal seam plate 5 is pressed into the concrete, and after the concrete of the wall bottom structural beam template is solidified, the wall bottom structural beam template is removed to form the wall bottom structural beam;

[0026] The exterior wall main body template is arranged above the bottom structural beam of the wall, the structural main body vertical component templates are arranged on both sides of the exterior wall main body template, and the wall column top structural beam template is arranged on the top of the exterior wall main body template;

[0027] The wall longitudinal reinforcement 2, the wall horizontal reinforcement 3 and the wall tension reinforcement 4 are placed in the main body template of the exterior wall and tied. The upper end of the wall longitudinal reinforcement 2 extends into the top structural beam template of the wall column, and the wall horizontal reinforcement 3 extends into the main body vertical component template of the structure. The vertical seam plate 6 is respectively tied on both sides of the main body template of the exterior wall and extends into the main body vertical component template of the structure.

[0028] The exterior wall main body formwork, the column top structural beam formwork and the structural main body vertical component formwork are used together to cast concrete.

[0029] After the concrete of the exterior wall main body template solidifies, the exterior wall main body template is removed to form the exterior wall main body 1; after the concrete of the column top structural beam template solidifies, the column top structural beam template is removed to form the column top structural beam 8; after the concrete of the structural body vertical component template solidifies, the structural body vertical component template is removed to form the structural body vertical component 9.

[0030] Furthermore, the concrete strength grade of the exterior wall body 1 is consistent with the concrete strength grade of the structural body vertical member 9 .

Claims

1. A cast-in-place concrete non-stress-bearing structural wall, comprising an exterior wall main body formwork, a wall bottom structural beam formwork, a wall column top structural beam formwork, a structural main body vertical component formwork, a wall longitudinal reinforcement (2), a wall horizontal reinforcement (3), a wall tension reinforcement (4), a horizontal seam plate (5) and a vertical seam plate (6), characterized in that: After the concrete is poured into the wall bottom structural beam template, before the concrete of the wall bottom structural beam template begins to set, the horizontal seam plate (5) is pressed into the concrete, and after the concrete of the wall bottom structural beam template is set, the wall bottom structural beam template is removed to form the wall bottom structural beam; The exterior wall main body template is arranged above the bottom structural beam of the wall, the structural main body vertical component templates are arranged on both sides of the exterior wall main body template, and the wall column top structural beam template is arranged on the top of the exterior wall main body template; The wall longitudinal reinforcement (2), the wall horizontal reinforcement (3) and the wall tension reinforcement (4) are placed in the main body template of the external wall and tied together. The upper end of the wall longitudinal reinforcement (2) extends into the top structural beam template of the wall column. The wall horizontal reinforcement (3) extends into the main body vertical component template. The vertical seam plates (6) are respectively tied to both sides of the main body template of the external wall and extend into the main body vertical component template of the structure. The exterior wall main body formwork, the column top structural beam formwork and the structural main body vertical component formwork are used together to cast concrete. After the concrete of the exterior wall main body template solidifies, the exterior wall main body template is removed to form the exterior wall main body (1); after the concrete of the column top structural beam template solidifies, the column top structural beam template is removed to form the column top structural beam (8); after the concrete of the structural main body vertical component template solidifies, the structural main body vertical component template is removed to form the structural main body vertical component (9).

2. The cast-in-place concrete non-stress-bearing structural wall according to claim 1, characterized in that: The concrete strength grade of the exterior wall body (1) is consistent with the concrete strength grade of the structural body vertical component (9).

Images