CN215330710U - Horizontal tie beam reinforcing structure and wall thereof - Google Patents
Horizontal tie beam reinforcing structure and wall thereof Download PDFInfo
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- CN215330710U CN215330710U CN202121339621.4U CN202121339621U CN215330710U CN 215330710 U CN215330710 U CN 215330710U CN 202121339621 U CN202121339621 U CN 202121339621U CN 215330710 U CN215330710 U CN 215330710U
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Abstract
The utility model discloses a horizontal tie beam reinforcing structure and a wall thereof, belonging to the technical field of building structures. The horizontal tie beam reinforcing structure comprises a U-shaped building block layer and a solid building block layer which is constructed on the top of the U-shaped building block layer in a staggered manner; the U-shaped building block layer is formed by building U-shaped building blocks with upward openings, inner cavities of the U-shaped building blocks are communicated with one another to form a pouring groove, and a steel reinforcement framework is arranged in the pouring groove and is filled with concrete; the solid block layer is formed by building solid blocks. According to the horizontal tie beam reinforcing structure and the wall body thereof, the horizontal tie beam formwork supporting and formwork removing time is saved; the stress of the wall body above the horizontal tie beam acts on the solid block layers, the stress is uniformly dispersed through the solid block layers and then transmitted to the reinforced concrete structure of the horizontal tie beam, and the stress conversion layer inside the wall body is formed through the horizontal tie beam reinforcing structure, so that the stress of the wall body above the horizontal tie beam is uniformly transmitted to the horizontal tie beam, the stress concentration of the wall body is avoided, and the bearing capacity of the wall body is improved.
Description
Technical Field
The utility model relates to a horizontal tie beam reinforcing structure and a wall thereof, belonging to the technical field of building structures.
Background
At present, most building bodies adopt a frame structure, and the wall body of the frame structure is a filler wall and plays roles in enclosure and separation. The hollow building blocks are widely used in filling walls due to the advantages of light dead weight, good thermal performance and the like. In addition, when the height of the infilled wall is more than 4 m or the height of the infilled wall is more than twice the length of the wall, it is necessary to provide a horizontal tie beam of reinforced concrete at the half-height position of the infilled wall, which is connected to the constructional column and runs through the entire length of the wall, and to distribute the stress of the upper wall through the constructional column.
In a traditional horizontal tie beam construction method, after a formwork needs to be erected on site and fixed, a steel reinforcement framework is bound inside the formwork, then concrete is poured, and the formwork is dismantled after the concrete is solidified. The formwork supporting and removing time is long, and the construction progress is slowed down. In order to solve the problem, U-shaped building blocks are mostly spliced to form a pouring cavity during the construction of the existing horizontal tie beam, so that the time for formwork support and formwork removal is saved. However, in the existing construction wall, the top and the bottom of the horizontal tie beam are all provided with hollow building block layers, the middle part of each hollow building block is provided with a through hole, most of action surfaces of the hollow building blocks and the horizontal tie beam are concentrated on the side walls at two sides of the U-shaped building block, and a small part of action surfaces of the hollow building blocks and the horizontal tie beam are concentrated on reinforced concrete formed in the inner cavity of the U-shaped building block, so that the action force of the upper wall cannot be evenly dispersed on the reinforced concrete horizontal tie beam, and the action effect of the horizontal tie beam is weakened.
The above description is included in the technical recognition scope of the inventors, and does not necessarily constitute the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model provides a horizontal tie beam reinforcing structure and a wall body thereof, aiming at solving the problems in the prior art, wherein a stress conversion layer in the wall body is formed by the horizontal tie beam reinforcing structure, so that the stress of the upper wall body is uniformly transmitted to the horizontal tie beam, the stress concentration of the wall body is avoided, and the bearing capacity of the wall body is improved.
The utility model adopts the following technical scheme to realize the purpose:
in one aspect, the utility model provides a horizontal tie beam reinforcement structure comprising a U-shaped block layer and a solid block layer staggeredly built on the top of the U-shaped block layer;
the U-shaped building block layer is formed by building U-shaped building blocks with upward openings, inner cavities of the U-shaped building blocks are communicated with one another to form a pouring groove, and a steel reinforcement framework is arranged in the pouring groove and is filled with concrete;
the solid block layer is formed by building solid blocks.
In a preferred embodiment, the thickness of the inner cavity of the U-shaped building block increases from bottom to top.
In a preferred embodiment, the bottom of the U-shaped building block is provided with a bottom tongue and groove, and the bottom tongue and groove extends along the length direction of the U-shaped building block.
In a preferred embodiment, the U-shaped block layer and the solid block layer are both single-layer masonry.
In a preferred embodiment, the top of the solid block is provided with a top tenon, which extends along the length of the solid block.
In a preferred embodiment, the front end of the solid block is provided with an end mortise, the rear end of the solid block is provided with an end tenon, and when the solid block is built front and back, the end tenon of the front solid block is clamped into the end tenon of the rear solid block.
On the other hand, the utility model also provides a wall body which comprises the horizontal tie beam reinforcing structure, wherein the bottom of the U-shaped building block layer and the top of the solid building block layer are both hollow building block layers, and the hollow building block layers are built by hollow building blocks.
The beneficial effects of the utility model include but are not limited to:
according to the horizontal tie beam reinforcing structure and the wall body thereof, a firm reinforced concrete structure is formed in the pouring groove in the U-shaped building block layer, so that the acting force of the wall body above the structure can be well borne, the formwork supporting and removing time is saved, and the construction period is shortened. The stress of the wall body above the horizontal tie beam acts on the solid block layers, the stress is uniformly dispersed through the solid block layers and then transmitted to the reinforced concrete structure of the horizontal tie beam at the bottom of the solid block layers, the stress conversion layer inside the wall body is formed through the horizontal tie beam reinforcing structure, the stress of the wall body above the solid block layers is uniformly transmitted to the horizontal tie beam, the effect of the horizontal tie beam is fully exerted, the stress concentration of the wall body is avoided, and the bearing capacity of the wall body is improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic structural view of a horizontal tie beam reinforcement configuration provided by the present invention;
FIG. 2 is a side view of FIG. 1;
FIG. 3 is a schematic structural view of a U-shaped block in one embodiment;
FIG. 4 is a schematic structural view of a U-shaped building block in another embodiment;
FIG. 5 is a schematic structural view of a solid block;
FIG. 6 is a schematic structural diagram of a wall according to the present invention;
in the figure, 100, U-shaped building block layers; 110. a U-shaped building block; 111. a bottom mortise; 200. a solid block layer; 210. solid building blocks; 211. a top rabbet; 212. an end mortise; 213. an end tenon; 310. a steel reinforcement cage; 320. concrete; 400. and (5) a hollow building block layer.
Detailed Description
In order to clearly explain the technical features of the present invention, the following detailed description of the present invention is provided with reference to the accompanying drawings.
It should be noted that in the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those described herein. Therefore, the scope of the utility model is not limited by the specific embodiments disclosed below.
For convenience of description, the extending direction of the wall body is defined as the length direction of the building block, and the thickness direction of the wall body is defined as the thickness direction of the building block.
As shown in fig. 1-3, the present invention provides a horizontal tie beam reinforcement construction comprising a U-shaped course of blocks 100 and a course of solid blocks 200 staggeredly laid on top of it; the U-shaped building block layer 100 is formed by building the U-shaped building blocks 110 with upward openings, inner cavities of the U-shaped building blocks 110 are communicated with one another to form a pouring groove, a steel reinforcement framework 310 is arranged in the pouring groove and filled with concrete 320, the steel reinforcement framework 310 is formed by binding transverse stressed steel reinforcements and stirrups, and the solid building block layer 200 is formed by building the solid building blocks 210.
Through above structural setting, on the one hand, the inside inslot of pouring on U type building block layer 100 is formed with firm reinforced concrete structure, and the effort that bears its top wall body that can be fine to removed formwork, form removal time from, accelerated the time limit for a project. On the other hand, the stress of the wall body above the horizontal tie beam acts on the solid block layer 200, the stress is uniformly dispersed through the solid block layer 200 and then transmitted to the reinforced concrete structure of the horizontal tie beam at the bottom of the solid block layer, and a stress conversion layer in the wall body is formed through the horizontal tie beam reinforcing structure, so that the stress of the wall body above the solid block layer is uniformly transmitted to the horizontal tie beam, the stress concentration of the wall body is avoided, and the bearing capacity of the wall body is improved.
Typically, both the U-block course 100 and the solid block course 200 are single-course masonry.
As shown in fig. 4, in one embodiment, the thickness of the inner cavity of the U-shaped block 110 increases from bottom to top, the stress surface of the concrete 320 decreases from top to bottom when the concrete is poured, the concrete 320 is more easily compacted, and the structure facilitates the demolding of the U-shaped block 110 when the mold is used for pouring.
As shown in fig. 5, in another embodiment, a bottom tongue-and-groove 111 is formed in the bottom of the U-shaped block 110, the bottom tongue-and-groove 111 extends along the length direction of the U-shaped block 110, and the U-shaped block 110 can be conveniently clamped and positioned with the block layer at the bottom of the U-shaped block through the bottom tongue-and-groove 111, so that the flatness of the wall body is ensured.
Further, the top of the solid block 210 is provided with a top tenon 211, the top tenon 211 extends along the length direction of the solid block 210, the solid block 210 can be conveniently clamped and positioned with the block layer at the top of the solid block through the top tenon 211, and the flatness of the wall body is ensured.
Furthermore, the front end of the solid block 210 is provided with an end mortise 212, the rear end of the solid block 210 is provided with an end tenon 213, and the end tenon 213 of the front solid block 210 is snapped into the end tenon 213 of the rear solid block 210 when the solid block 210 is constructed front and rear.
On the other hand, as shown in fig. 6, the utility model also provides a wall body, which comprises the horizontal tie beam reinforcing structure, the bottom of the U-shaped block layer 100 and the top of the solid block layer 200 are both hollow block layers 400, the hollow block layers 400 are built by hollow blocks, and the wall body can achieve the effects of light dead weight and good thermal performance, and ensure the strength of the wall body.
In the description of the present invention, it is to be understood that the terms "central," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "axial," "radial," "circumferential," and the like are used in the indicated orientations and positional relationships based on the drawings for ease of description and simplicity of description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be considered limiting.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
The above-mentioned embodiments should not be construed as limiting the scope of the present invention, and any alternative modifications or alterations made to the embodiments of the present invention will fall within the scope of the present invention as those skilled in the art will appreciate.
The present invention is not described in detail, but is known to those skilled in the art.
Claims (7)
1. A horizontal tie beam reinforcing structure is characterized by comprising a U-shaped building block layer and a solid building block layer which is built on the top of the U-shaped building block layer in a staggered manner;
the U-shaped building block layer is formed by building U-shaped building blocks with upward openings, inner cavities of the U-shaped building blocks are communicated with one another to form a pouring groove, and a steel reinforcement framework is arranged in the pouring groove and is filled with concrete;
the solid block layer is formed by building solid blocks.
2. The horizontal tie beam reinforcement construction of claim 1, wherein the thickness of the inner cavity of the U-shaped block increases from bottom to top.
3. The horizontal tie beam reinforcement construction of claim 1, wherein the bottom of the U-shaped block is provided with a bottom tongue and groove extending along the length of the U-shaped block.
4. The horizontal tie beam reinforcement construction of claim 1, wherein the U-shaped and solid block courses are both single-course masonry.
5. The horizontal tie beam reinforcement construction of claim 1, wherein the top of the solid block is provided with a top rabbet that extends along the length of the solid block.
6. The horizontal tie beam reinforcement structure of claim 1, wherein the front end of the solid block is provided with an end mortise and the rear end of the solid block is provided with an end tenon, and when the solid block is built back and forth, the end tenon of the front solid block is clamped into the end tenon of the rear solid block.
7. A wall comprising a horizontal tie beam reinforcement structure as claimed in any one of claims 1 to 6, wherein the bottom of the U-shaped course of blocks and the top of the solid course of blocks are both hollow courses of blocks, the hollow courses of blocks being laid from hollow blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121339621.4U CN215330710U (en) | 2021-06-16 | 2021-06-16 | Horizontal tie beam reinforcing structure and wall thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121339621.4U CN215330710U (en) | 2021-06-16 | 2021-06-16 | Horizontal tie beam reinforcing structure and wall thereof |
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| CN215330710U true CN215330710U (en) | 2021-12-28 |
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| CN202121339621.4U Active CN215330710U (en) | 2021-06-16 | 2021-06-16 | Horizontal tie beam reinforcing structure and wall thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116335331A (en) * | 2023-04-10 | 2023-06-27 | 中国二十二冶集团有限公司 | Horizontal tie beam construction method |
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2021
- 2021-06-16 CN CN202121339621.4U patent/CN215330710U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116335331A (en) * | 2023-04-10 | 2023-06-27 | 中国二十二冶集团有限公司 | Horizontal tie beam construction method |
| CN116335331B (en) * | 2023-04-10 | 2024-04-26 | 中国二十二冶集团有限公司 | Horizontal tie beam construction method |
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