CN214195078U - Building structure with horizontal tie beam - Google Patents
Building structure with horizontal tie beam Download PDFInfo
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- CN214195078U CN214195078U CN202023056685.1U CN202023056685U CN214195078U CN 214195078 U CN214195078 U CN 214195078U CN 202023056685 U CN202023056685 U CN 202023056685U CN 214195078 U CN214195078 U CN 214195078U
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- horizontal tie
- tie beam
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Abstract
The utility model relates to a building structure with horizontal tie beam, include: a first wall body formed by building a plurality of first building blocks; the second building blocks are horizontally arranged on the wall body and are hollow inside, and the second building blocks are connected to form a groove for pouring concrete; the steel bar structure is arranged in the groove, and the end part of the steel bar structure is anchored with the wall body; and pouring concrete in the groove and covering the reinforced structure so as to form a horizontal tie beam fixed on the wall, and building a plurality of first building blocks on a second wall formed on the horizontal tie beam. The utility model discloses be suitable for the construction of all kinds of horizontal tie beam in building the engineering, the structural characteristic of make full use of second building block forms the recess to need not the installation and demolish the template when pouring, but reduction of erection time through set up steel bar structure in the recess, increase holistic intensity and stability after pouring.
Description
Technical Field
The utility model relates to a building construction field indicates a building structure with horizontal tie beam especially.
Background
The BM light aggregate interlocking block is a small hollow interlocking block which is made of light aggregate concrete through vibration, pressing and steam curing and is provided with a tenon and a mortise and is used for building non-bearing walls. Can be widely applied to peripheral retaining walls, filler walls, inner partition walls and the like.
In the construction process of masonry engineering, because the cavity space of the building block is limited and a triangular lintel steel bar form cannot be adopted, the conventional method of the wall body is to support a template to pour the cast-in-place concrete lintel. In the construction process, the template needs to be manufactured and processed in advance, the template needs to be erected and reinforced, after the concrete pouring is finished, the concrete strength needs to be waited for to meet the requirements, the upper wall can be continuously built after the template is dismantled, the process is complex, the waste of resources such as manpower, materials and machinery is easily caused, and the construction speed is slow.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide a building structure with horizontal tie beam, solve among the prior art through establishing the problem that the complicated efficiency of construction of template concreting roof beam is low.
The technical scheme for realizing the purpose is as follows:
the utility model provides a building structure with horizontal tie beam, include:
a first wall body formed by building a plurality of first building blocks;
the second building blocks are horizontally arranged on the wall body and are hollow inside, and grooves for pouring concrete are formed by connecting the second building blocks;
the steel bar structure is arranged in the groove, and the end part of the steel bar structure is anchored with the wall body;
concrete which is poured into the groove and covers the steel bar structure so as to form a horizontal tie beam fixed on the wall body;
and a plurality of first building blocks are built on the horizontal tie beam to form a second wall body.
The utility model discloses building structure with horizontal tie beam's further improvement lies in, steel bar structure includes:
the lower rib is horizontally arranged in the groove;
the upper rib is horizontally arranged in the groove and positioned above the lower rib;
the vertical hooks are provided with a plurality of stirrups which are connected with the lower rib and the upper rib.
The building structure with the horizontal tie beam of the utility model is further improved,
the stirrup is S-shaped steel bar, the bottom hook of S-shaped steel bar is located lower muscle, the top hook of S-shaped steel bar is located go up the muscle.
The building structure with the horizontal tie beam of the utility model is further improved,
the lower rib and the upper rib are arranged up and down and a space is reserved between the lower rib and the upper rib.
The building structure with the horizontal tie beam of the utility model is further improved,
the diameter of the lower rib is larger than that of the upper rib.
The building structure with the horizontal tie beam of the utility model is further improved,
the diameter of the stirrup is smaller than that of the upper rib.
The building structure with the horizontal tie beam of the utility model is further improved,
the second building block is a U-shaped block which is hollow inside and is provided with an opening at the top.
The utility model discloses building structure's with horizontal tie beam beneficial effect:
the utility model discloses building structure with horizontal tie beam is suitable for the construction of all kinds of horizontal tie beams in building the engineering, and the structural feature of make full use of second building block forms the recess to need not the installation and demolish the template when pouring, can effectively save construction cost, reduction of erection time improves the engineering quality simultaneously. Through set up steel bar structure in the recess, increase holistic intensity and stability after pouring. The utility model discloses can solve among the prior art and establish the complicated inefficiency problem of construction of template concreting roof beam through propping up.
Drawings
Fig. 1 is a schematic structural view of a building structure having horizontal tie beams according to the present invention.
Figure 2 is a longitudinal cross-sectional view of a horizontal tie beam of the building structure having a horizontal tie beam of the present invention.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1, a schematic structural view of a building structure having horizontal tie beams according to the present invention is shown. Figure 2 is a longitudinal cross-sectional view of a horizontal tie beam of the building structure having a horizontal tie beam of the present invention. Referring to fig. 1 and 2, the building structure with horizontal tie beams of the present invention includes:
a first wall body formed by building a plurality of first building blocks 10;
the second building blocks 20 are horizontally arranged on the wall body and are hollow inside, and grooves for pouring concrete are formed by connecting the second building blocks 20;
the steel bar structure 30 is arranged in the groove, and the end part of the steel bar structure 30 is anchored with the wall body;
and a plurality of first building blocks are built on the horizontal tie beam to form a second wall body.
The utility model discloses building structure with horizontal tie beam is suitable for the construction of all kinds of horizontal tie beams in building the engineering, and the structural feature of make full use of second building block forms the recess to need not the installation and demolish the template when pouring, can effectively save construction cost, reduction of erection time improves the engineering quality simultaneously. Through set up steel bar structure in the recess, increase holistic intensity and stability after pouring.
As a preferred embodiment of the building structure with horizontal tie beam of the present invention, the steel bar structure 30 includes: a lower rib 31 horizontally arranged in the groove; an upper rib 32 horizontally arranged in the groove and positioned above the lower rib 31; the vertical hooks are provided with a plurality of stirrups 33 connecting the lower ribs 31 and the upper ribs 32. On muscle 31 and last muscle 32 are located down to a plurality of stirrup 33 interval hooks, establish muscle 31 and last muscle 32 hook down through a plurality of stirrups 33 and establish the steel bar structure 30 that forms an organic whole, increase holistic stability.
As the utility model discloses a building structure' S with horizontal tie beam preferred embodiment, stirrup 33 is S shaped steel muscle, and muscle 31 is located down to the bottom hook of S shaped steel muscle, and muscle 32 is located to the top hook of S shaped steel muscle.
As a preferred embodiment of the building structure with horizontal tie beam of the present invention, the lower rib 31 and the upper rib 32 are disposed up and down with a space left therebetween.
As a preferred embodiment of the building structure with horizontal tie beams according to the present invention, the diameter of the lower rib 31 is larger than the diameter of the upper rib 32. In the present embodiment, the diameter of the lower rib 31 is 14 mm. The diameter of the upper rib 32 is 10 mm.
As a preferred embodiment of the building structure with horizontal tie beams of the present invention, the diameter of the stirrup 33 is smaller than the diameter of the upper bar 32. The diameter of the stirrup 33 is 6 mm.
As a preferred embodiment of the building structure with horizontal tie beams of the present invention, the second block 20 is a U-shaped block with a hollow interior and an open top. The U-shaped block includes a bottom plate and a pair of side plates integrally connected to opposite ends of the bottom plate. The top end of the side plate is provided with an arc-shaped inclined plane.
As a preferred embodiment of the building structure with horizontal tie beams of the present invention, the first block 10 is a solid block.
The construction method comprises the following steps: and carrying out masonry engineering construction according to a construction drawing, and adopting the first building blocks 10 to masonry the formed first wall. When the height of the masonry wall body reaches the position of the horizontal tie beam, the second building block 20 is used for masonry, so that the opening of the second building block 20 faces upwards to form a row of grooves for pouring the horizontal tie beam.
The lashing of the rebar structure 30 is performed in the groove. Go up the muscle and the equal level setting of muscle down, and each from top to bottom, through chemical bar planting with steel bar structure and wall body anchor, concrete anchor is into the degree of depth of wall body and is 10 d. And then, the lower rib is arranged by adopting the bottom hook of the stirrup, and the upper rib is arranged by adopting the top hook of the stirrup, so that a steel bar structure is formed.
And after the binding and acceptance of the steel bars are finished, concrete is poured into the groove, and when the strength of the concrete meets the requirement, the second wall body is built on the horizontal tie beam.
Specifically, when the height of the wall is within 4.2 meters, a horizontal tie beam is arranged in the middle of the height of the wall or at the top of the door opening. When the height of the wall exceeds 4.2 meters, two horizontal tie beams are arranged, and the vertical center distance of the horizontal tie beams is less than or equal to 1.6.
The utility model discloses building structure with horizontal tie beam's beneficial effect does:
the utility model discloses building structure with horizontal tie beam is suitable for the construction of all kinds of horizontal tie beams in building the engineering, and the structural feature of make full use of second building block forms the recess to need not the installation and demolish the template when pouring, can effectively save construction cost, reduction of erection time improves the engineering quality simultaneously. Through set up steel bar structure in the recess, increase holistic intensity and stability after pouring. The utility model discloses can solve among the prior art and establish the complicated inefficiency problem of construction of template concreting roof beam through propping up.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (7)
1. A building structure having horizontal tie beams, comprising:
a first wall body formed by building a plurality of first building blocks;
the second building blocks are horizontally arranged on the wall body and are hollow inside, and grooves for pouring concrete are formed by connecting the second building blocks;
the steel bar structure is arranged in the groove, and the end part of the steel bar structure is anchored with the wall body;
concrete which is poured into the groove and covers the steel bar structure so as to form a horizontal tie beam fixed on the wall body;
and a plurality of first building blocks are built on the horizontal tie beam to form a second wall body.
2. The building structure having a horizontal tie beam of claim 1, wherein said rebar structure comprises:
the lower rib is horizontally arranged in the groove;
the upper rib is horizontally arranged in the groove and positioned above the lower rib;
the vertical hooks are provided with a plurality of stirrups which are connected with the lower rib and the upper rib.
3. The building structure with horizontal tie beams according to claim 2, wherein the stirrups are S-shaped reinforcing bars, the bottom ends of the S-shaped reinforcing bars are hooked on the lower bars, and the top ends of the S-shaped reinforcing bars are hooked on the upper bars.
4. The building structure having horizontal stringers of claim 2, wherein the lower tendon and the upper tendon are disposed one above the other with a space left therebetween.
5. The building structure having horizontal stringers of claim 2, wherein a diameter of the lower tendon is greater than a diameter of the upper tendon.
6. The building structure having a horizontal tie beam of claim 2, wherein said stirrup has a diameter smaller than a diameter of said upper bar.
7. The building structure with horizontal tie beams of claim 1, wherein said second block is an internally hollow and open-topped U-shaped block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023056685.1U CN214195078U (en) | 2020-12-18 | 2020-12-18 | Building structure with horizontal tie beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023056685.1U CN214195078U (en) | 2020-12-18 | 2020-12-18 | Building structure with horizontal tie beam |
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| Publication Number | Publication Date |
|---|---|
| CN214195078U true CN214195078U (en) | 2021-09-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202023056685.1U Active CN214195078U (en) | 2020-12-18 | 2020-12-18 | Building structure with horizontal tie beam |
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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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2020
- 2020-12-18 CN CN202023056685.1U patent/CN214195078U/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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