CN212835888U - Vertical seam board that draws of assembled autoclaved aerated concrete - Google Patents
Vertical seam board that draws of assembled autoclaved aerated concrete Download PDFInfo
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- CN212835888U CN212835888U CN202021414713.XU CN202021414713U CN212835888U CN 212835888 U CN212835888 U CN 212835888U CN 202021414713 U CN202021414713 U CN 202021414713U CN 212835888 U CN212835888 U CN 212835888U
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- aerated concrete
- autoclaved aerated
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- tie bar
- seam
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Abstract
The utility model discloses an assembled evaporates and presses vertical seam board that draws of aerated concrete, draw the seam board to include: the autoclaved aerated concrete solid slab is provided with tie holes penetrating through the two sides along the height direction; the reinforcing mesh is pre-embedded in the autoclaved aerated concrete solid slab; the first tie bar penetrates through the tie hole, two ends of the first tie bar respectively extend out of the tie hole, and two ends of the first tie bar are suitable for being connected with the wall body steel bars; and the second tie bar is arranged at the upper end of the autoclaved aerated concrete solid slab and is suitable for being connected with the beam bottom steel bar of the wall structure beam. The seam pulling component can effectively solve the problems of complex construction, small material strength, easy mortar feeding, poor leakage resistance, poor fire resistance and poor corrosion resistance existing in the existing PVC vertical structure seam pulling hollow plate component serving as the seam pulling component.
Description
Technical Field
The utility model relates to an assembled evaporates and presses vertical seam board of drawing of aerated concrete belongs to the vertical seam component technical field that draws of wall body.
Background
At present, all the outer walls of a plurality of buildings adopt a full cast-in-place reinforced concrete outer wall system, but the problem of structural earthquake resistance is considered, namely, the problem of overlarge rigidity of the buildings is solved, a stressed wall body and a non-stressed wall body of a peripheral structure need to be separated, and the structure and the plate of the structural pull joint are arranged. At present, PVC vertical structure seam-drawing hollow plate members are often adopted as seam-drawing members, but the members have the problems of complex construction, small material strength, easy mortar feeding, poor leakage resistance, poor fire resistance and poor corrosion resistance during construction.
SUMMERY OF THE UTILITY MODEL
Based on the foregoing, the utility model provides an assembled evaporates and presses vertical seam board that draws of aerated concrete to solve present PVC vertical construction and draw the construction that the seam component exists complicated, material intensity is little, easily advance mortar, anti-leakage ability is poor, fire resistance, corrosion resisting property are poor as drawing the seam component.
The technical scheme of the utility model is that: the utility model provides a vertical seam board that draws of assembled autoclaved aerated concrete, draw the seam board and include:
the autoclaved aerated concrete solid slab is provided with tie holes penetrating through the two sides along the height direction;
the reinforcing mesh is pre-embedded in the autoclaved aerated concrete solid slab;
the first tie bar penetrates through the tie hole, two ends of the first tie bar respectively extend out of the tie hole, and two ends of the first tie bar are suitable for being connected with the wall body steel bars;
and the second tie bar is arranged at the upper end of the autoclaved aerated concrete solid slab and is suitable for being connected with the beam bottom steel bar of the wall structure beam.
In one example, the first tie bars extend out of the two ends of the tie hole for the same length.
In one example, the pulling holes are formed in the autoclaved aerated concrete solid slab at equal intervals.
In one example the second tie bars are connected to the mesh reinforcement.
In one example, the second tie bar is integrally formed with the mesh reinforcement.
In one example, the mesh reinforcement comprises four vertically arranged reinforcing bars, and connecting members are arranged at intervals along the length direction of the mesh reinforcement and connected between the adjacent reinforcing bars.
In one example, a transverse reinforcing steel bar is welded to one end of the first tie bar on the load-bearing side.
The utility model has the advantages that: the crack component is an assembled autoclaved aerated concrete solid slab formed by stretching and tying an internal reinforcing mesh, during construction, holes are drilled in the autoclaved aerated concrete solid slab at equal intervals, then wall tie bars are penetrated, the first tie bars are bound with the wall reinforcing bars, the second tie bars at the upper end of the solid slab are bound with the beam bottom reinforcing bars of the structural beam, and the field installation of the crack board is completed; and (4) alternately pouring concrete on two sides, and brushing anti-crack slurry. Compared with the existing PVC vertical structure seam-drawing hollow plate, the PVC vertical structure seam-drawing hollow plate has the advantages of simple construction, high material strength, difficulty in mortar feeding, strong leakage resistance, good fire resistance and good corrosion resistance.
Drawings
FIG. 1 is a structural diagram of an assembled autoclaved aerated concrete vertical joint board;
FIG. 2 is a longitudinal section of an assembled autoclaved aerated concrete vertical joint board;
FIG. 3 is a transverse sectional view of an assembled autoclaved aerated concrete vertical joint board;
FIG. 4 is an application state diagram of an assembled autoclaved aerated concrete vertical seam plate;
description of reference numerals:
10 steaming and pressing aerated concrete solid slabs;
20 reinforcing mesh, 21 reinforcing steel bars and 22 connecting members;
30 a first lacing wire;
40 second tie bars;
50 transverse reinforcing steel bars.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed as broadly as the present invention is capable of modification in various respects, all without departing from the spirit and scope of the present invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1 to 4, in an embodiment of the present invention, an assembled autoclaved aerated concrete vertical crack plate includes an autoclaved aerated concrete solid slab 10, a steel mesh 20, a first tie bar 30, and a second tie bar 40.
The autoclaved aerated concrete solid slab 10 is a slab-shaped main body of the crack plate. The reinforcing mesh 20 is pre-embedded in the autoclaved aerated concrete solid slab 10 before pouring so that the strength of the autoclaved aerated concrete solid slab 10 meets the requirement. And tie holes penetrating through the two sides are formed in the autoclaved aerated concrete solid slab 10 along the height direction of the autoclaved aerated concrete solid slab. The first tie bar 30 penetrates through the tie holes, the two ends of the first tie bar 30 respectively extend out of the tie holes, and the second tie bar 40 is located at the upper end of the aerated concrete solid slab.
Before pouring and forming, the stay joint component is arranged at a position to be installed, such as between a bearing wall and a non-bearing wall, two ends of the first tie bar 30 are bound and connected with the wall body reinforcing steel bars 21, and the second tie bar 40 is bound and connected with the beam bottom reinforcing steel bars 21 of the wall body structural beam.
According to the crack component, an assembled autoclaved aerated concrete solid slab 10 is formed by drawing and tying an internal reinforcing mesh 20, during construction, holes are drilled in the solid slab at equal intervals, then wall tie bars 21 penetrate through the holes, then the first tie bars 30 are bound with the wall tie bars 21, and second tie bars 40 at the upper end of the solid slab are bound with beam bottom reinforcing bars 21 of a structural beam, so that the field installation of the crack slab is completed; and (4) alternately pouring concrete on two sides, and brushing anti-crack slurry. Compared with the existing PVC vertical structure seam-drawing hollow plate, the PVC vertical structure seam-drawing hollow plate has the advantages of simple construction, high material strength, difficulty in mortar feeding, strong anti-leakage capacity and good fire resistance.
In one example, the portions of the first tie bar 30 that extend beyond the ends of the tie hole are the same length to reduce the effect of the two-sided banding location on the quality of the molding.
In one example, the tie holes are formed in a plurality of equal intervals on the autoclaved aerated concrete solid slab 10. For example, the number of tie holes is 8.
In one example, the second tie bars 40 are connected to the mesh reinforcement 20 to secure the connection strength. In another example, the second tie bar 40 is integrally formed with the steel reinforcing mesh 20, that is, the second tie bar 40 is formed by extending a part of the steel reinforcing mesh 20 out of the upper end face of the autoclaved aerated concrete solid slab 10.
In one example, the mesh reinforcement 20 includes four vertically arranged reinforcing bars 21, and a plurality of connection members 22 are provided at intervals along the length direction of the mesh reinforcement 20, and the connection members 22 are connected between adjacent reinforcing bars 21 to connect the reinforcing bars 21 into a whole, thereby improving the reliability of the structure of the mesh reinforcement 20.
In one example, in order to ensure that the crack plate does not affect the thickness of the protective layer of the structural wall, a plurality of transverse reinforcing steel bars 50 are added to the crack plate reinforced by the steel bars 21 on one side of the bearing wall, the direction of the welding steel bars is perpendicular to the reinforcing steel bars 21, and the length of the welding steel bars is less than or equal to-50 mm of the wall thickness.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (7)
1. The utility model provides an assembled evaporates and presses vertical seam board that draws of aerated concrete which characterized in that, draw the seam board and include:
the autoclaved aerated concrete solid slab (10) is provided with tie holes penetrating through two sides along the height direction;
the reinforcing mesh (20) is pre-embedded in the autoclaved aerated concrete solid slab (10);
the first tie bar (30) penetrates through the tie hole, two ends of the first tie bar (30) extend out of the tie hole respectively, and two ends of the first tie bar (30) are suitable for being connected with the wall body steel bars (21);
and the second tie bar (40) is arranged at the upper end of the autoclaved aerated concrete solid slab (10), and the second tie bar (40) is suitable for being connected with the beam bottom steel bar (21) of the wall structure beam.
2. The fabricated autoclaved aerated concrete vertical rip fence according to claim 1, wherein the lengths of the portions of the first lacing bars (30) extending out of both ends of the lacing holes are the same.
3. The assembled autoclaved aerated concrete vertical crack plate according to claim 1, wherein a plurality of the tie holes are formed on the autoclaved aerated concrete solid plate (10) at equal intervals.
4. The fabricated autoclaved aerated concrete vertical rip fence according to claim 1, wherein the second tie bar (40) is connected to the reinforcement mesh (20).
5. The fabricated autoclaved aerated concrete vertical rip fence of claim 1, wherein the second tie bar (40) is integrally formed with the reinforcement mesh (20).
6. The fabricated autoclaved aerated concrete vertical crack plate according to claim 1, wherein the mesh reinforcement (20) comprises four vertically arranged reinforcing bars (21), and connecting members (22) are arranged along the length direction of the mesh reinforcement (20) at intervals, and the connecting members (22) are connected between the adjacent reinforcing bars (21).
7. The fabricated autoclaved aerated concrete vertical seam plate according to claim 1, wherein a transverse reinforcing steel bar (50) is welded to one end of the first tie bar (30) on the load-bearing side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021414713.XU CN212835888U (en) | 2020-07-17 | 2020-07-17 | Vertical seam board that draws of assembled autoclaved aerated concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021414713.XU CN212835888U (en) | 2020-07-17 | 2020-07-17 | Vertical seam board that draws of assembled autoclaved aerated concrete |
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| Publication Number | Publication Date |
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| CN212835888U true CN212835888U (en) | 2021-03-30 |
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| CN202021414713.XU Active CN212835888U (en) | 2020-07-17 | 2020-07-17 | Vertical seam board that draws of assembled autoclaved aerated concrete |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809380A (en) * | 2022-04-15 | 2022-07-29 | 厦门东翔工程设计有限公司 | Full concrete outer wall construction process |
-
2020
- 2020-07-17 CN CN202021414713.XU patent/CN212835888U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809380A (en) * | 2022-04-15 | 2022-07-29 | 厦门东翔工程设计有限公司 | Full concrete outer wall construction process |
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