CN219196297U

CN219196297U - Connection structure of ALC wallboard and reinforced concrete roof beam

Info

Publication number: CN219196297U
Application number: CN202320253056.2U
Authority: CN
Inventors: 柳海凤; 吕红卫; 倪姣; 衣惠; 杨岩磊; 邱帅
Original assignee: Shandong Beige Architectural Design Co ltd
Current assignee: Shandong Beige Architectural Design Co ltd
Priority date: 2023-02-20
Filing date: 2023-02-20
Publication date: 2023-06-16
Anticipated expiration: 2033-02-20

Abstract

The utility model discloses a connecting structure of an ALC wallboard and a reinforced concrete beam, which comprises a frame template mechanism, a board side connecting mechanism and a top seam connecting mechanism, wherein the board side connecting mechanism is symmetrically distributed at two ends of the frame template mechanism, and the top seam connecting mechanism is arranged at the top end of the frame template mechanism. This connection structure of ALC wallboard and reinforced concrete roof beam, after this connection structure accomplishes preliminary pouring and combination process, the pre-buried frame that its wallboard body both ends distribute and link up interior muscle after the completion is pour, make it link up after the completion of pouring of accessible pile body structure pour fixedly, its wallboard body both ends and frame roof beam structure form an organic wholely, the linking of this structure both ends distribution is inclined the frame and is combined through slope structure and pile body, promote overall connection structure's stability, its top then adopts the crab-bolt structure to assist, avoid the influence of building overall frame structure to lead to unstable wall crack and junction phenomenon such as not hard up appear in junction, promote structural strength.

Description

Connection structure of ALC wallboard and reinforced concrete roof beam

Technical Field

The utility model relates to the technical field of building construction and ALC wallboard beam connection, in particular to a connection structure of an ALC wallboard and a reinforced concrete beam.

Background

The construction refers to the production activity of engineering construction implementation stage, which is the construction process of various buildings, namely the process of changing various lines on design drawings into real objects at designated places, in the building structure, ALC wallboard is short for autoclaved lightweight concrete, is one of high-performance autoclaved aerated concrete, the ALC board is an air-porous concrete forming board formed by taking fly ash or silica sand, cement, lime and the like as main raw materials and through high-pressure steam curing, and the wallboard and the beam body belong to one of more common connecting structures, and the wallboard structure and the beam body edge are generally connected by adopting an adhesive-anchor integrated structure.

In the node connection of the existing ALC wallboard and structures such as a frame beam body, most of the existing ALC wallboard generally adopts a mode of combining embedded parts with expansion anchor bolts, the wallboard and the frame beam body are combined, the combination mode generally belongs to a subsequent combined arrangement process, the structural strength of a connecting node is not uniform, if the bearing of the beam body deviates, the connected wallboard structure is influenced, the phenomena such as wallboard cracking or tilting are caused, meanwhile, the connecting node possibly has unstable phenomena such as pores, the building integrity and the structural stability of the beam slab are influenced, and therefore, the connecting structure of the ALC wallboard and the reinforced concrete beam is provided.

Disclosure of Invention

The utility model aims to provide a connecting structure of an ALC wallboard and a reinforced concrete beam, which aims to solve the problems that in the prior art, in the process of connecting the node with structures such as a frame beam body and the like, most of the existing ALC wallboard generally adopts a mode of combining an embedded part and an expansion anchor bolt to combine the wallboard and the frame beam body, the combination mode generally belongs to a subsequent combination and arrangement process, the structural strength of a connecting node is not uniform, if the bearing of the beam body deviates, the connected wallboard structure is influenced, the phenomena such as cracking or tilting of the wallboard are caused, and meanwhile, the connecting node may have unstable phenomena such as pores and the like, and the building integrity and the structural stability of the beam slab are influenced.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a connection structure of ALC wallboard and reinforced concrete roof beam, includes frame template mechanism, board side coupling mechanism and top seam linking mechanism, the both ends symmetric distribution of frame template mechanism has board side coupling mechanism, and the top of frame template mechanism is provided with top seam linking mechanism, board side coupling mechanism includes wallboard body, interior framework, links up oblique frame, pre-buried frame, links up internal reinforcement and concrete column, and the inside embedding in the both ends of wallboard body has interior framework, the one end of interior framework links up to have links up oblique frame, and links up the one end of oblique frame and link up to have pre-buried frame, one side inner wall of pre-buried frame is provided with links up interior reinforcement, and pre-buried frame, link up the outer wall all around of internal reinforcement and be provided with the concrete column.

Further, the inner framework, the connecting inclined frame, the embedded frame and the connecting inner ribs are symmetrically distributed along the inner parts of the two ends of the wallboard body, and the embedded frame, the connecting inner ribs and the concrete column are embedded.

Furthermore, the linking inclined frames are symmetrically distributed along two sides of one end of the inner framework, and the linking inclined frames are connected with the inner framework and the embedded frames.

Further, the frame template mechanism comprises a building plane, a reinforcing steel bar frame, structural reinforcing steel bars, supporting templates and side templates, wherein the reinforcing steel bar frames are distributed at two ends of the building plane, the structural reinforcing steel bars are distributed around the reinforcing steel bar frame, the supporting templates are distributed at two sides of the structural reinforcing steel bars, and the side templates are distributed at two ends of the supporting templates.

Furthermore, the two ends of the building plane are distributed with the steel bar frames, and the structural steel bars are distributed along the outer walls of the periphery of the steel bar frames at equal intervals.

Further, the top seam linking mechanism comprises a top seat end, an embedded anchor bolt, a sleeve, a filling adhesive layer and a concrete frame beam, wherein the embedded anchor bolts are distributed at two ends of the top seat end, the sleeve is distributed around the top end of the embedded anchor bolt, the filling adhesive layer is distributed on the peripheral outer wall of the sleeve, and the top end of the filling adhesive layer is attached to the concrete frame beam.

Further, the embedded anchor bolts are symmetrically distributed along two sides of the top end of the top seat, and the sleeve is attached to the periphery of the embedded anchor bolts.

Furthermore, the adhesive filling layer is attached to the concrete frame beam and the top seat end, and is uniformly distributed along the periphery of the top surface of the top seat end.

Compared with the prior art, the utility model has the beneficial effects that:

this connection structure of ALC wallboard and reinforced concrete roof beam, after this connection structure accomplishes preliminary pouring and combination process, the pre-buried frame that its wallboard body both ends distribute and link up interior muscle after the completion is pour, make it link up after the completion of pouring of accessible pile body structure pour fixedly, its wallboard body both ends and frame roof beam structure form an organic wholely, the linking of this structure both ends distribution is inclined the frame and is combined through slope structure and pile body, promote overall connection structure's stability, its top then adopts the crab-bolt structure to assist, avoid the influence of building overall frame structure to lead to unstable wall crack and junction phenomenon such as not hard up appear in junction, promote structural strength.

In the connection process of the wallboard and the beam, two sides of the top surface of a building plane can be matched to serve as fixed points, a reinforcing steel bar frame is poured into two sides of a foundation in advance, structural reinforcing steel bars are subjected to binding construction according to a column reinforcing steel bar standard structure, after the binding of a main body structure and a frame top beam reinforcing steel bar is completed, wallboard bodies manufactured in advance are placed in templates, two side supporting templates are symmetrically attached to two sides of a beam column reinforcing steel bar frame structure, two ends of each wallboard body are sealed with side templates, and the primary combination process of a frame beam and an ALC wallboard is completed in the pouring process.

The top of the wallboard body is provided with a trapezoid footstock end structure, filling adhesive layers are uniformly distributed on the top of the footstock end, reserved gaps between the footstock end and the concrete frame beams are filled, sleeves are distributed and embedded on two sides of the footstock end, after the concrete frame beams are poured, the sleeves are fixedly embedded on two sides of the bottom of the concrete frame beams, after connection is completed, two groups of symmetrical expansion embedded anchor bolts are driven into the sleeves, and the top connection process is completed.

Drawings

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic top view of the internal structure of the board-side connecting mechanism of the present utility model;

FIG. 3 is a schematic side view of a partial structure of the seam allowance mechanism of the present utility model.

In the figure: 1. a frame template mechanism; 101. building planes; 102. a reinforcing steel bar frame; 103. structural steel bars; 104. supporting a template; 105. a side form; 2. a board-side connection mechanism; 201. a wall panel body; 202. an inner frame; 203. a connecting inclined frame; 204. embedding a frame; 205. connecting the inner ribs; 206. a concrete column; 3. a top seam connection mechanism; 301. a top seat end; 302. embedding an anchor bolt; 303. a sleeve; 304. filling an adhesive layer; 305. and a concrete frame beam.

Detailed Description

Examples

As shown in fig. 1, a connection structure of an ALC wall panel and a reinforced concrete beam includes: a frame template mechanism 1; the two ends of the frame template mechanism 1 are symmetrically distributed with plate side connecting mechanisms 2, the top end of the frame template mechanism 1 is provided with a top seam connecting mechanism 3, the frame template mechanism 1 comprises a building plane 101, a reinforcing steel bar frame 102, structural reinforcing steel bars 103, supporting templates 104 and side templates 105, the two ends of the building plane 101 are distributed with the reinforcing steel bar frame 102, the periphery of the reinforcing steel bar frame 102 is distributed with the structural reinforcing steel bars 103, the two sides of the structural reinforcing steel bars 103 are distributed with the supporting templates 104, the two ends of the supporting templates 104 are distributed with the side templates 105, the two ends of the building plane 101 are distributed with the reinforcing steel bars 102 along the peripheral outer wall of the reinforcing steel bar frame 102 at equal intervals, in the process of connecting the wallboard with a beam, the two sides of the top surface of the building plane 101 can be matched as fixed points, the reinforcing steel bars 102 are poured into the two sides of a foundation in advance, the structural reinforcing steel bars 103 are subjected to bundling construction according to a standard column reinforcing steel bar structure, after the bundling of a main body structure and the frame roof beam is completed, the wallboard body 201 manufactured in advance is put into the templates, the two sides of the supporting templates 104 and the beam column reinforcing steel bar frame structure are symmetrically arranged, the two ends of the two sides of the supporting templates are sealed, the side templates 105 are sealed, the side wallboard and the side wallboard is completed, and the girder is assembled in advance, and the primary combination process is completed.

Examples

As shown in fig. 2, a connection structure of an ALC wallboard and reinforced concrete beam, board side connection mechanism 2 includes wallboard body 201, interior framework 202, link up inclined frame 203, pre-buried frame 204, link up interior muscle 205 and concrete column 206, and the inside embedding in both ends of wallboard body 201 has interior framework 202, the one end of interior framework 202 links up and links up inclined frame 203, and the one end of linking inclined frame 203 links up and has pre-buried frame 204, the one side inner wall of pre-buried frame 204 is provided with links up interior muscle 205, and pre-buried frame 204, link up the outer wall all around of interior muscle 205 and be provided with concrete column 206, interior framework 202, link up inclined frame 203, pre-buried frame 204, link up interior muscle 205 and follow wallboard body 201 both ends inside symmetric distribution, and pre-buried frame 204, link up and link up between inclined frame 203 and interior framework 202, be connected between pre-buried frame 204, after this connection structure is accomplished pour and the combined process, pre-buried frame 204 and link up muscle 205 that its both ends distribute in wallboard body 201 and link up in the one side inner wall after pouring 205 is accomplished, can accomplish that the structure through the body, can make its fixed structure and form the fixed connection structure of two-body inclined frame body and two end and side connection structure, the whole structure and the connection structure of the side of the connection structure and the side of the connection structure and the connection structure of the connection structure and the side frame are stable, and the connection structure and the appearance of the structure is avoided, and the integral structure is stable, and the structure is formed.

As shown in fig. 3, an ALC wall board and reinforced concrete beam connection structure, the top seam connection mechanism 3 includes a top seat end 301, an embedded anchor bolt 302, a sleeve 303, a filling adhesive layer 304 and a concrete frame beam 305, wherein the two ends of the top seat end 301 are distributed with the embedded anchor bolt 302, the sleeve 303 is distributed around the top end of the embedded anchor bolt 302, the outer wall of the sleeve 303 is distributed with the filling adhesive layer 304, the top end of the filling adhesive layer 304 is attached to the concrete frame beam 305 along two sides of the top end 301, the sleeve 303 is attached to the periphery of the embedded anchor bolt 302, the filling adhesive layer 304 is attached to the concrete frame beam 305 and the top seat end 301, the filling adhesive layer 304 is uniformly distributed along the periphery of the top surface of the top seat end 301, the top seat end 301 is uniformly distributed with the filling adhesive layer 304 at the top end of the top seat end, the reserved gaps between the top seat end 301 and the concrete frame beam 305 are filled, the sleeve 303 is distributed and embedded on two sides of the top seat end 301, after the concrete frame beam 305 is poured, the sleeve 303 is fixed on two sides of the bottom end of the concrete frame beam 305, and the expansion joint process of the sleeve 303 is completed after the sleeve 303 is symmetrically embedded into the two sides of the concrete frame beam 305, and the expansion joint process is completed.

In summary, in the process of connecting the wallboard and the beam, firstly, the steel bar frame 102 and the structural steel bar 103 can be fixed by binding according to the standard structure of the column steel bar, then the template is sealed to perform the pouring process, the preliminary combining process of the frame beam and the ALC wallboard is completed, the embedded frames 204 distributed at the two ends of the wallboard body 201 and the connecting inner ribs 205 are connected and poured and fixed after the pouring of the pile body structure is completed, the two ends of the wallboard body 201 and the frame beam structure are integrated, the top end 301 is uniformly distributed with the filling adhesive layer 304, the reserved gap between the top end 301 and the concrete frame beam 305 is filled, after the pouring of the concrete frame beam 305 is completed, the sleeves 303 are fixedly embedded at the two sides of the bottom end of the concrete frame beam 305, after the connection is completed, the two groups of symmetrical expansion embedded anchor bolts 302 are driven into the sleeves 303, after the connection is completed, the template is removed after the initial setting of the concrete frame structure is waited, and the ALC wallboard beam structure is stable and has the anti-supporting function of the connecting part.

Claims

1. The utility model provides a connection structure of ALC wallboard and reinforced concrete roof beam, includes frame template mechanism (1), board side coupling mechanism (2) and top seam linking mechanism (3), its characterized in that: the utility model discloses a concrete column (206) is provided with frame template mechanism (1), frame template mechanism (1)'s both ends symmetric distribution has board side coupling mechanism (2), and the top of frame template mechanism (1) is provided with top seam linking mechanism (3), board side coupling mechanism (2) are including wallboard body (201), interior framework (202), link up inclined frame (203), pre-buried frame (204), link up internal reinforcement (205) and concrete column (206), and the inside embedding in the both ends of wallboard body (201) has interior framework (202), the one end of interior framework (202) links up and links up inclined frame (203), and links up the one end of inclined frame (203) and link up and have pre-buried frame (204), one side inner wall of pre-buried frame (204) is provided with links up internal reinforcement (205), and pre-buried frame (204), link up the outer wall all around of internal reinforcement (205) and be provided with concrete column (206).

2. The connection structure of ALC wall panels and reinforced concrete beams according to claim 1, wherein: the inner framework (202), the connecting inclined frames (203), the embedded frames (204) and the connecting inner ribs (205) are symmetrically distributed along the two ends of the wallboard body (201), and the embedded frames (204), the connecting inner ribs (205) and the concrete columns (206) are embedded.

3. The connection structure of ALC wall panels and reinforced concrete beams according to claim 1, wherein: the connecting inclined frames (203) are symmetrically distributed along two sides of one end of the inner framework (202), and the connecting inclined frames (203) are connected with the inner framework (202) and the embedded frames (204).

4. The connection structure of ALC wall panels and reinforced concrete beams according to claim 1, wherein: the framework template mechanism (1) comprises a building plane (101), a reinforcing steel bar frame (102), structural reinforcing steel bars (103), supporting templates (104) and side templates (105), wherein the reinforcing steel bar frame (102) is distributed at two ends of the building plane (101), the structural reinforcing steel bars (103) are distributed around the reinforcing steel bar frame (102), the supporting templates (104) are distributed at two sides of the structural reinforcing steel bars (103), and the side templates (105) are distributed at two ends of the supporting templates (104).

5. The connection structure of ALC wall panels and reinforced concrete beams according to claim 4, wherein: two ends of the building plane (101) are provided with reinforcing steel bars (102), and structural reinforcing steel bars (103) are distributed along the outer walls of the periphery of the reinforcing steel bars (102) at equal intervals.

6. The connection structure of ALC wall panels and reinforced concrete beams according to claim 1, wherein: the roof seam linking mechanism (3) comprises a roof seat end (301), an embedded anchor bolt (302), a sleeve (303), a filling adhesive layer (304) and a concrete frame beam (305), wherein the embedded anchor bolts (302) are distributed at two ends of the roof seat end (301), the sleeve (303) is distributed around the top end of the embedded anchor bolt (302), the filling adhesive layer (304) is distributed on the outer wall around the sleeve (303), and the concrete frame beam (305) is attached to the top end of the filling adhesive layer (304).

7. The connection structure of ALC wall panels and reinforced concrete beams according to claim 6, wherein: the embedded anchor bolts (302) are symmetrically distributed along two sides of the top end of the top seat end (301), and the sleeve (303) is attached to the periphery of the embedded anchor bolts (302).

8. The connection structure of ALC wall panels and reinforced concrete beams according to claim 6, wherein: the filling adhesive layer (304) is attached to the concrete frame beam (305) and the top seat end (301), and the filling adhesive layer (304) is uniformly distributed along the periphery of the top surface of the top seat end (301).