CN220814287U - Dislocation mounting structure of autoclaved aerated concrete lath - Google Patents
Dislocation mounting structure of autoclaved aerated concrete lath Download PDFInfo
- Publication number
- CN220814287U CN220814287U CN202322689085.6U CN202322689085U CN220814287U CN 220814287 U CN220814287 U CN 220814287U CN 202322689085 U CN202322689085 U CN 202322689085U CN 220814287 U CN220814287 U CN 220814287U
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- angle steel
- alc
- slat
- shaped connecting
- mounting structure
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses an autoclaved aerated concrete slat staggered mounting structure, which comprises the following components: structural beam and ALC slat, the ALC slat is located the below of structural beam, and the front side protrusion of ALC slat in the front side of structural beam, evaporates pressure aerated concrete slat dislocation mounting structure still includes: the angle steel is in an inverted L shape, is arranged along the through length of the ALC slat and is buckled at the upper corner part of the front side of the ALC slat, the horizontal part and the vertical part of the angle steel are respectively attached to the horizontal part and the vertical part of the ALC slat, and the angle steel is fixedly connected with the ALC slat through hook bolts; the vertical part of L shape connecting piece is fixed connection with the structural beam, and the horizontal part of L shape connecting piece is fixed with the angle steel overlap joint. The utility model can realize the dislocation installation of the structural beam and the ALC slat and ensure that the ALC slat and the structural beam form good fixation.
Description
Technical Field
The utility model relates to the technical field of autoclaved aerated concrete strip plate installation, in particular to an autoclaved aerated concrete strip plate staggered installation structure.
Background
Along with the development of building construction technology, more and more secondary structures are installed by adopting autoclaved aerated concrete laths, and the autoclaved aerated concrete lath has the advantages of convenient installation and high construction efficiency, and can be fixed with the structure only by using clamping pieces. However, if the strip is offset from the structural beam, it is ensured that it is well fixed to the structure, and thus a convenient and stable fixing manner is required to solve the offset problem.
Disclosure of utility model
The utility model aims to provide an autoclaved aerated concrete slat staggered mounting structure so as to solve the problems in the background technology.
In order to achieve the above object, the present utility model provides an autoclaved aerated concrete lath dislocation mounting structure, comprising: structural beam and ALC slat, the ALC slat is located the below of structural beam, and the front side protrusion of ALC slat in the front side of structural beam, evaporates pressure aerated concrete slat dislocation mounting structure still includes: the angle steel is in an inverted L shape, is arranged along the through length of the ALC slat and is buckled at the upper corner part of the front side of the ALC slat, the horizontal part and the vertical part of the angle steel are respectively attached to the horizontal part and the vertical part of the ALC slat, and the angle steel is fixedly connected with the ALC slat through hook bolts; the vertical part of L shape connecting piece is fixed connection with the structural beam, and the horizontal part of L shape connecting piece is fixed with the angle steel overlap joint.
In a preferred embodiment, a plurality of L-shaped connecting pieces are arranged at intervals along the length direction of the angle steel, and the distance between two adjacent L-shaped connecting pieces is 600mm.
In a preferred embodiment, two first bolt holes are vertically and centrally formed in the vertical portion of the L-shaped connecting piece, and expansion bolts are arranged in the first bolt holes.
In a preferred embodiment, the front side and the rear side of the ALC slat are provided with second bolt holes in a penetrating manner, the vertical part of the angle steel is provided with through holes in the middle corresponding to the lap joint positions of the L-shaped connecting pieces and the angle steel, and the hook bolts are respectively arranged in the through holes and the second bolt holes in a penetrating manner, wherein the number of the hook bolts is consistent with that of the L-shaped connecting pieces.
In a preferred embodiment, the horizontal portion of the L-shaped connecting piece 4 is welded and fixed with the horizontal portion of the angle steel 3 to form a fillet weld.
In a preferred embodiment, mortar is filled in the tail gap of the hook bolt.
Compared with the prior art, the utility model has the beneficial effects that: according to the utility model, the L-shaped connecting piece and the angle steel are fixed to form an integral connecting piece, and the integral connecting piece is fixed with the ALC lath and the structural beam through the expansion bolts and the hook bolts, so that the structural beam and the ALC lath are installed in a staggered manner, and the ALC lath and the structural beam can be well fixed. Meanwhile, the utility model has simple fixing mode and very convenient construction.
Drawings
FIG. 1 is an elevational cross-sectional view of an autoclaved aerated concrete slab staggered mounting structure of the present utility model;
FIG. 2 is a right side view of FIG. 1;
Fig. 3 is a top view of fig. 1.
Reference numerals illustrate:
1-structural beam, 2-ALC slat, 3-angle steel, 4-L connecting piece, 41-first bolt hole, 42-expansion bolt, 5-hook bolt, 6-mortar.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below. Embodiments of the present utility model are intended to be within the scope of the present utility model as defined by the appended claims.
As shown in fig. 1 to 3, the autoclaved aerated concrete lath staggered mounting structure of the present utility model includes: structural beam 1, ALC slat 2, angle steel 3, L shape connecting piece 4 and collude first screw 5. The ALC lath 2 is located below the structural beam 1, and the front side of the ALC lath 2 protrudes from the front side of the structural beam 1, so that the ALC lath 2 and the structural beam 1 are not in the same vertical plane but form dislocation. The angle steel 3 is of an inverted L shape, is arranged along the ALC lath 2 in a through length mode, and is buckled on the upper corner of the front side of the ALC lath 2, the horizontal part and the vertical part of the angle steel 3 are respectively attached to the horizontal part and the vertical part of the ALC lath 2, and the angle steel 3 is fixedly connected with the ALC lath 2 through a hook bolt 5. The vertical part of the L-shaped connecting piece 4 is fixedly connected with the structural beam 1, and the horizontal part of the L-shaped connecting piece 4 is fixedly overlapped with the angle steel 3 to form an integral connecting piece, preferably, the horizontal part of the L-shaped connecting piece 4 is fixedly welded with the horizontal part of the angle steel 3 to form a fillet weld.
Further, a plurality of L-shaped connecting pieces 4 are arranged at intervals along the length direction of the angle steel 3, and the distance between every two adjacent L-shaped connecting pieces 4 is 600mm.
Further, two first bolt holes 41 are vertically and centrally formed in the vertical portion of the L-shaped connecting piece 4, expansion bolts 42 are arranged in the first bolt holes 41, and the L-shaped connecting piece 4 is fixed to the side edge of the structural beam through the expansion bolts 42.
Further, the second bolt holes are formed in the front side and the rear side of the ALC lath 2 in a penetrating mode, through holes are formed in the vertical portion of the angle steel 3 in the middle of the lap joint positions of the corresponding L-shaped connecting pieces 4 and the angle steel 3, hook bolts 5 penetrate through the through holes and the second bolt holes respectively, and the number of the hook bolts 5 is consistent with that of the L-shaped connecting pieces 4.
Further, mortar 6 is filled at the tail of the hook bolt 5, and gaps between the ALC lath 2 and the structural beam 1 and gaps between the L-shaped connecting piece 4 and the angle steel 3 are tightly filled with the mortar 6.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. An autoclaved aerated concrete lath dislocation mounting structure, comprising: structural beam (1) and ALC slat (2), ALC slat (2) are located the below of structural beam (1), just the front side protrusion of ALC slat (2) in the front side of structural beam (1), its characterized in that: the autoclaved aerated concrete slat staggered mounting structure further comprises:
The angle steel (3) is in an inverted L shape, is arranged along the ALC lath (2) in a through length mode, and is buckled on the upper corner of the front side of the ALC lath (2), the horizontal part and the vertical part of the angle steel (3) are respectively attached to the horizontal part and the vertical part of the ALC lath (2), and the angle steel (3) is fixedly connected with the ALC lath (2) through a hook bolt (5);
The L-shaped connecting piece (4), the vertical portion of L-shaped connecting piece (4) with structural beam (1) fixed connection, the horizontal portion of L-shaped connecting piece (4) is fixed with angle steel (3) overlap joint.
2. The autoclaved aerated concrete strip staggered mounting structure as recited in claim 1, wherein: the L-shaped connecting pieces (4) are arranged at intervals along the length direction of the angle steel (3), and the distance between every two adjacent L-shaped connecting pieces (4) is 600mm.
3. The autoclaved aerated concrete strip staggered mounting structure as recited in claim 2, wherein: two first bolt holes (41) are formed in the vertical portion of the L-shaped connecting piece (4) in the middle in the vertical direction, and expansion bolts (42) are arranged in the first bolt holes (41).
4. The autoclaved aerated concrete strip staggered mounting structure as recited in claim 3, wherein: the second bolt holes are formed in the front side and the rear side of the ALC slat (2) in a penetrating mode, through holes are formed in the middle of the vertical portion of the angle steel (3) in a mode of corresponding to the lap joint positions of the L-shaped connecting pieces (4) and the angle steel (3), the hook bolts (5) penetrate through the through holes and the second bolt holes respectively, and the number of the hook bolts (5) is consistent with that of the L-shaped connecting pieces (4).
5. The autoclaved aerated concrete strip staggered mounting structure as recited in claim 4, wherein: the horizontal part of the L-shaped connecting piece (4) is welded and fixed with the horizontal part of the angle steel (3) to form a fillet weld.
6. The autoclaved aerated concrete strip staggered mounting structure as recited in claim 5, wherein: mortar (6) is filled in the tail gap of the hook bolt (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322689085.6U CN220814287U (en) | 2023-10-08 | 2023-10-08 | Dislocation mounting structure of autoclaved aerated concrete lath |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322689085.6U CN220814287U (en) | 2023-10-08 | 2023-10-08 | Dislocation mounting structure of autoclaved aerated concrete lath |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220814287U true CN220814287U (en) | 2024-04-19 |
Family
ID=90710944
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322689085.6U Active CN220814287U (en) | 2023-10-08 | 2023-10-08 | Dislocation mounting structure of autoclaved aerated concrete lath |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220814287U (en) |
-
2023
- 2023-10-08 CN CN202322689085.6U patent/CN220814287U/en active Active
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