Door and window opening structure of point connection type expanded perlite composite thermal insulation wall
By using reinforced steel frames and EPS profiles in the door and window opening structures, combined with the design of point-connected composite insulation walls and sprayed mortar layers, the problem of increasing cost of structural column formwork support and difficult to control the density of horizontal beams in the prior art is solved, and the effect of convenient construction, controllable quality and low cost is achieved.
Patent Information
- Application Number
- CN202520485247.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-19
- Publication Date
- 2025-04-25
- Estimated Expiration
- 2035-03-19
AI Technical Summary
In the prior art, when building door and window opening structures, structural columns made of reinforced concrete structures require formwork support, which increases the workload and cost, and the density of horizontal beams is difficult to control, resulting in uncontrollable structural strength and quality. Although the steel frame is simple, it has high cost and high requirements for pre-embedding accuracy, which leads to its deprecation in practice.
The reinforced steel frame is used as the internal frame of the structural column and horizontal beam, and the plastered mortar layer on the surface of the point-connected composite insulation wall is used to achieve mortar adhesion through spraying and construction, simplifying the process and reducing costs.
On the premise of meeting structural strength, the construction process is simplified, the cost is reduced, the controllability of construction quality is improved, the overall load of the composite insulation wall is reduced, and the building's seismic performance and insulation function are improved.
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Figure CN222797341U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to a door and window opening structure in the field of construction, in particular to a door and window opening structure of a point-connected expanded perlite composite thermal insulation wall. Background Art
[0002] The exterior wall infill wall can be constructed with point-connected composite insulation panels. The point-connected expanded perlite composite insulation panels use polystyrene boards with expanded perlite mortar attached to the surface as the core material, and the steel mesh set at intervals on the surface of the core material is fixed by connectors. According to the standard (GB50003-2011), the connection between the infill wall and the frame can be disconnected or not according to the design requirements. When there are seismic fortification requirements, it is advisable to disconnect the infill wall from the frame. Structural columns should be designed at the ends of the infill wall. The structural column structure of the door and window openings of the point-connected non-bearing composite insulation wall includes the following two methods: one is to use the pre-embedded reinforcement of the floor slab as the connection basis, and to construct structural columns and horizontal tie beams made of reinforced concrete structural materials on the composite insulation wall panels; the other is to use the pre-embedded steel plate of the floor slab as the basis, and to anchor the structural columns and horizontal tie beams made of steel frames on the pre-embedded steel plates; the problems existing in the above-mentioned prior art are that the reinforced concrete structure During the construction, structural columns made of structural materials require formwork support when pouring concrete. In addition to the increase in processes, the workload and cost will also increase. Due to the existence of the formwork, the density of the horizontal tie beam cannot be guaranteed to meet the requirements when pouring concrete, which leads to uncontrollable structural strength and quality. Secondly, although the steel frame is simple to form and install, and the strength can meet the requirements, based on the anchoring requirements, the embedded parts should use embedded steel plates and the embedding accuracy requirements are high. In addition, due to the high cost of the structure, it has been abandoned by most construction companies in practice due to the current status of construction contracting projects and the actual need to strictly control construction costs. Summary of the invention
[0003] The purpose of the utility model is to provide a door and window opening structure of a point-connected expanded perlite composite insulation wall, construct a reinforced steel frame as the frame of the structural column and the horizontal tie beam, use EPS profiles as the core material of the structural column and the horizontal tie beam, and strengthen the adhesion of the plaster mortar and the insulation mortar by arranging a steel wire mesh. Under the premise of meeting the structural strength, the mortar adhesion can be conveniently achieved by spraying, the construction quality is controllable, the process is simple, and the construction cost is low.
[0004] The overall technical concept of the utility model is:
[0005] The door and window opening structure of the point-connected expanded perlite composite insulation wall includes a reserved opening surrounded by the point-connected composite insulation wall and structural columns and horizontal tie beams arranged around the reserved opening; the outer edge of the EPS profile is fixed to the polystyrene board at the edge of the reserved opening to form an opening frame, the longitudinal stress-bearing steel bars in the structural column are arranged on the inner and outer sides of the longitudinally distributed EPS profile, the two ends of the longitudinal stress-bearing steel bars are welded or tied to the embedded bars in the floor slab, the transverse steel bars in the horizontal tie beam are arranged on the inner and outer sides of the transversely distributed EPS profile, the transverse steel bars are fixed to the longitudinal stress-bearing steel bars to form a reinforced steel bar frame, the steel mesh is fixed to the outer surface of the reinforced steel bar frame and the inner edge surface of the opening frame, the EPS profile and the steel mesh surfaces on the inner and outer sides of the point-connected composite insulation wall are provided with a plaster mortar layer, and the steel mesh surface fixed to the inner edge surface of the opening frame is provided with an insulation mortar layer.
[0006] The specific technical solutions of the utility model also include:
[0007] In order to facilitate the fixation of the EPS profile and the polystyrene board, a preferred implementation is that the outer edge of the EPS profile is bonded or integrated with the polystyrene board at the edge of the reserved hole on the point-connected composite insulation wall.
[0008] In order to facilitate the effective fixation of the steel wire mesh on the outer surface of the reinforced steel frame and the point-connected composite insulation wall, and thereby avoid local cracking of the mortar on the surface of the door and window openings or at the joints with the wall due to uneven force or thermal expansion and contraction, the preferred technical implementation method is to fix the steel wire mesh on the outer surface of the reinforced steel frame to the steel wire mesh on the point-connected composite insulation wall.
[0009] In order to effectively connect the steel mesh on the outer surface of the reinforced steel frame, the preferred technical implementation means is that the steel mesh fixed to the inner edge surface of the opening frame adopts a connecting mesh, and the two ends of the connecting mesh are respectively fixed to the steel mesh on the inner and outer sides of the EPS profile. Furthermore, the connecting mesh preferably adopts a U-shaped or L-shaped cross-sectional structure.
[0010] In order to improve the waterproof and crack-resistant properties of the surface of the plaster mortar layer and the thermal insulation mortar layer and meet the design and use requirements of durability, the preferred technical solution is that a waterproof and crack-resistant mortar layer is provided on the outer surface of the plaster mortar layer and / or the thermal insulation mortar layer.
[0011] In order to simplify the fixing operation of the transverse reinforcement and the longitudinal stress-bearing reinforcement and ensure that the strength of the structural column after forming meets the requirements, the preferred technical implementation means is that the transverse reinforcement and the longitudinal stress-bearing reinforcement are fixed by binding and / or welding to form a reinforced reinforcement frame.
[0012] The point-connected composite insulation wall preferably adopts the following structure, which includes a polystyrene board, an expanded perlite mortar layer fixed to the inner and outer surfaces of the polystyrene board, a steel mesh arranged at intervals on the outer surface of the expanded perlite mortar layer, and connectors that penetrate the point-connected composite insulation wall and are used to fix the steel mesh at both ends.
[0013] The technical progress achieved by the utility model is:
[0014] 1. The reinforced steel frame is used as the internal frame of the structural column and the horizontal tie beam, and the EPS profile and the structural design of the plaster mortar layer on the surface of the point-connected composite insulation wall are used. First, the flatness and structural strength requirements of the composite insulation wall and the opening frame surface after spraying mortar are effectively guaranteed, and the construction is convenient and the quality can be effectively controlled; second, because the thickness of the plaster mortar layer at the reinforced steel frame and the opening frame is greater than the plaster mortar layer at other parts, the structural design requirements of the frame reinforcement are cleverly met, the weight of the opening frame structure is reduced, and the overall load of the composite insulation wall is reduced; third, the precision requirements for the embedded reinforcement are low and it is easy to install, and the cost is reduced by about 50% compared with the existing structural columns of steel frames.
[0015] 2. The structural layer design uses steel wire mesh and is combined with a plaster mortar layer and an insulation mortar layer. First, the mortar layer on the opening frame and the wall surface can be laid by spraying, which reduces the process of using support formwork when forming existing reinforced concrete structural columns and horizontal tie beams, and eliminates the need for secondary acceptance procedures and sample block production. The manufacturing process is simple, the construction cost is low, and the quality is easy to control. Second, the steel wire mesh can effectively improve the adhesion to the mortar, and at the same time, it can transfer the force to the embedded reinforcement by strengthening the steel frame, effectively avoiding stress concentration.
[0016] 3. The composite insulation wall and reinforced steel frame adopt a relatively independent structural design, which effectively improves the integrity and stability and enhances the seismic performance of the building structure.
[0017] 4. The structural design of the thermal insulation mortar layer can, firstly, block the thermal bridge effect of the opening frame and enhance the thermal insulation function of the building; secondly, it can effectively meet the requirements of fire protection regulations. The structural design of the waterproof and crack-resistant mortar layer can effectively enhance the waterproof function of the exterior wall. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] The accompanying drawings of the present utility model include:
[0019] Figure 1 It is a vertical view of the utility model in use state.
[0020] Figure 2 yes Figure 1 AA view.
[0021] Figure 3 yes Figure 1 BB direction view.
[0022] Figure 4 It is a schematic diagram of the connection structure between the reinforced steel bar frame and the embedded bars in the utility model.
[0023] Figure 5 It is a schematic diagram of the connection structure between the steel wire mesh and the reinforcing rib frame in the utility model.
[0024] The reference numerals in the accompanying drawings are as follows:
[0025] 1. Connectors; 2. Steel wire mesh; 3. Expanded perlite mortar layer; 4. Connecting mesh; 5. Reinforced steel frame; 5A. Transverse steel bars; 5B. Longitudinal force-bearing steel bars; 6. EPS profiles; 7. Insulation mortar layer; 8. Plastering mortar layer; 9. Point-connected composite insulation wall; 10. Embedded bars; 11. Waterproof and crack-resistant mortar layer. DETAILED DESCRIPTION
[0026] The following is a further description of the embodiments of the present invention in conjunction with the accompanying drawings, but it is not intended to limit the present invention. The protection scope of the present invention shall be based on the contents recorded in the claims, and any replacement of equivalent technical means made according to the specification shall not depart from the protection scope of the present invention.
[0027] The overall structure of this embodiment is shown in the figure. The door and window opening structure of the point-connected expanded perlite composite insulation wall includes a reserved opening surrounded by the point-connected composite insulation wall 9 and structural columns and horizontal tie beams arranged around it; the outer edge of the EPS profile 6 is fixed to the polystyrene board at the edge of the reserved opening to form an opening frame, the longitudinal stress-bearing steel bars 5B in the structural column are arranged on the inner and outer sides of the longitudinally distributed EPS profile 6, and the two ends of the longitudinal stress-bearing steel bars 5B are welded or tied to the embedded bars 10 in the floor slab. The transverse steel bars 5A in the horizontal tie beam are arranged on the inner and outer sides of the transversely distributed EPS profile 6, and the transverse steel bars 5A and the longitudinal stress-bearing steel bars 5B are fixed to form a reinforced steel bar frame 5, the steel wire mesh 2 is fixed to the outer surface of the reinforced steel bar frame 5 and the inner edge surface of the opening frame, the steel wire mesh surfaces on the inner and outer sides of the EPS profile 6 and the point-connected composite insulation wall 9 are provided with a plaster mortar layer 8, and the steel wire mesh 2 fixed to the inner edge surface of the opening frame is provided with an insulation mortar layer 7. The fixing part of the embedded part for connecting with the door and window frame is embedded in the structural column and / or the horizontal tie beam, and the working part of the embedded part extends outward to the inner edge surface of the structural column and / or the horizontal tie beam.
[0028] The steel wire mesh 2 on the outer surface of the reinforcing steel bar frame 5 is tied and fixed to the steel wire mesh on the point-connected composite thermal insulation wall 9 .
[0029] The steel mesh 2 fixed to the inner edge surface of the opening frame adopts a connecting mesh 4, and the two ends of the connecting mesh 4 are respectively fixed to the steel mesh 2 on the inner and outer sides of the EPS profile 6. The connecting mesh 4 adopts a U-shaped cross-sectional structure.
[0030] The outer surface of the plaster mortar layer 8 and / or the thermal insulation mortar layer 7 is provided with a waterproof and crack-resistant mortar layer 11, and the waterproof and crack-resistant mortar layer 11 adopts waterproof and crack-resistant mortar and alkali-resistant glass fiber mesh cloth.
[0031] The transverse steel bars 5A and the longitudinal force-bearing steel bars 5B are fixed by binding and / or welding to form a reinforced steel bar frame 5 .
[0032] The point-connected composite insulation wall 9 includes a polystyrene board, an expanded perlite mortar layer 3 fixed to the inner and outer surfaces of the polystyrene board, a steel mesh sheet spaced apart on the outer surface of the expanded perlite mortar layer 3, and a connector 1 that penetrates the point-connected composite insulation wall 9 and has two ends for fixing the steel mesh sheet.
[0033] The door and window opening structure of the point-connected expanded perlite composite insulation wall in this embodiment is manufactured by the following method:
[0034] A. Install the point-connected composite thermal insulation wall 9 on both sides of the reserved opening and between adjacent reserved openings to form an opening frame. Specifically, one of the following three methods can be used: first, the point-connected composite thermal insulation wall 9 on both sides of the reserved opening and between adjacent reserved openings is formed in an integrated manner, and the expanded perlite mortar layer 3 on the surface of the point-connected composite thermal insulation wall 9 on both sides inside and outside the periphery of the door and window openings is removed by using a hot melt wire and a saw; second, the point-connected composite thermal insulation wall 9 on both sides inside and outside the reserved opening does not use the expanded perlite mortar layer 3, but the EPS filling board is point-bonded. When in use, the EPS filling board can be removed to expose the polystyrene board in the point-connected composite thermal insulation wall 9; third, the EPS profile 6 is connected to the polystyrene board in the point-connected composite thermal insulation wall 9 by bonding;
[0035] B. Effectively connect the longitudinal stress-bearing steel bars 5B on both sides of the door and window frames with the embedded steel bars 10 in the floor slab or the steel bars implanted in the floor slab later, and fix the transverse steel bars 5A and the longitudinal stress-bearing steel bars 5B to form a reinforced steel bar frame 5;
[0036] C. After the reinforcement steel frame 5 is manufactured, the steel mesh 2 inside and outside the door and window frames is installed, the steel mesh 2 inside and outside the door and window frames is tied and fixed by the connecting mesh 4, and the steel mesh 2 inside and outside the door and window frames is tied and connected with the steel mesh of the point-connected composite insulation wall 9 as a whole; the embedded parts used for connection with the door and window frames are tied and fixed with the steel mesh 2 on the inner edge and / or inner and outer sides of the door and window frames;
[0037] D. Spraying mortar: spraying plastering mortar on the steel wire mesh 2 on both sides of the door and window frames and the surface of the expanded perlite mortar layer 3 of the point-connected composite insulation wall 9 to form a plastering mortar layer 8; spraying insulation mortar on the steel wire mesh 2 on the inner edge of the door and window frames to form an insulation mortar layer 7;
[0038] E. A waterproof and crack-resistant mortar layer 11 is made on the surface of the plaster mortar layer 8 and the thermal insulation mortar layer 7. The waterproof and crack-resistant mortar layer 11 is made of waterproof and crack-resistant mortar plus alkali-resistant glass fiber mesh cloth.
[0039] The applicant needs to explain that expandable polystyrene is a kind of thermoplastic foam plastic, and its English name is Expandable Polystyrene, abbreviated as EPS. EPS filling board, EPS profile and polystyrene board are made of the same material, which is expandable polystyrene. The above names are used only to distinguish and describe them because of their different shapes and uses.
Claims
1. A door and window opening structure of a point-connected expanded perlite composite thermal insulation wall, comprising a reserved opening surrounded by a point-connected composite thermal insulation wall (9) and structural columns and horizontal tie beams arranged around the opening; characterized in that The outer edge of the EPS profile (6) is fixed to the polystyrene board at the edge of the reserved opening to form an opening frame. The longitudinal stress-bearing steel bars (5B) in the structural column are arranged on both sides of the longitudinally distributed EPS profile (6). Both ends of the longitudinal stress-bearing steel bars (5B) are welded or tied to the embedded bars (10) in the floor slab. The transverse steel bars (5A) in the horizontal tie beam are arranged on both sides of the transversely distributed EPS profile (6). The transverse steel bars (5A) and the longitudinal stress-bearing steel bars (5B) are fixed to form a reinforcement steel bar frame (5). The steel wire mesh (2) is fixed to the outer surface of the reinforcement steel bar frame (5) and the inner edge surface of the opening frame. The steel wire mesh surfaces on both sides of the EPS profile (6) and the point-connected composite thermal insulation wall (9) are provided with a plaster mortar layer (8). The steel wire mesh (2) fixed to the inner edge surface of the opening frame is provided with a thermal insulation mortar layer (7).
2. The door and window opening structure of the point-connected expanded perlite composite thermal insulation wall according to claim 1 is characterized in that The outer edge of the EPS profile (6) is bonded or integrally formed with the polystyrene board at the edge of the reserved opening on the point-connected composite thermal insulation wall (9).
3. The door and window opening structure of the point-connected expanded perlite composite insulation wall according to claim 1 is characterized in that The steel wire mesh (2) on the outer surface of the reinforced steel frame (5) is fixed to the steel wire mesh on the point-connected composite thermal insulation wall (9).
4. The door and window opening structure of the point-connected expanded perlite composite thermal insulation wall according to claim 1 is characterized in that The steel wire mesh (2) fixed to the inner edge surface of the opening frame adopts a connecting mesh (4), and the two ends of the connecting mesh (4) are respectively fixed to the steel wire mesh (2) on the inner and outer sides of the EPS profile (6).
5. The door and window opening structure of the point-connected expanded perlite composite thermal insulation wall according to claim 1 is characterized in that The outer surface of the plaster mortar layer (8) and / or the thermal insulation mortar layer (7) is provided with a waterproof and crack-resistant mortar layer (11).
6. The door and window opening structure of the point-connected expanded perlite composite thermal insulation wall according to claim 1, characterized in that The transverse steel bars (5A) and the longitudinal force-bearing steel bars (5B) are fixed by binding and / or welding to form a reinforced steel bar frame (5).
7. The door and window opening structure of the point-connected expanded perlite composite thermal insulation wall according to claim 1 is characterized in that The point-connected composite thermal insulation wall (9) comprises a polystyrene board, an expanded perlite mortar layer (3) fixed to the inner and outer surfaces of the polystyrene board, a steel wire mesh sheet arranged at intervals on the outer surface of the expanded perlite mortar layer (3), and connecting pieces (1) passing through the point-connected composite thermal insulation wall (9) and having two ends for fixing the steel wire mesh sheet.