CN210797932U - Anti-seismic structure of assembly structure - Google Patents
Anti-seismic structure of assembly structure Download PDFInfo
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- CN210797932U CN210797932U CN201921103290.7U CN201921103290U CN210797932U CN 210797932 U CN210797932 U CN 210797932U CN 201921103290 U CN201921103290 U CN 201921103290U CN 210797932 U CN210797932 U CN 210797932U
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- hollow
- steel bars
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- earthquake
- embedded parts
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Abstract
The utility model discloses an anti-seismic structure of an assembly structure, which is used for being connected with a supporting beam of a floor; the embedded part is embedded in the hollow plate; a plurality of embedded parts are uniformly distributed and fixed on the supporting beam; the hollow plate and the embedded parts are arranged on the same horizontal plane, and plate holes of the hollow plate correspond to the embedded parts one by one; and the plurality of perforated reinforcing steel bars penetrate through the plate holes of the hollow plate, and two ends of the perforated reinforcing steel bars are fixedly connected with the embedded parts respectively. The utility model discloses mainly in order to overcome current hollow core slab and only rely on concrete and hollow core slab's frictional force to support in the slab joint, lead to the not enough problem of intensity, through perforation reinforcing bar and built-in fitting with a supporting beam connection formation of hollow core slab and floor a whole, after earthquake or other external forces make hollow core slab fracture, the perforation reinforcing bar can bear whole hollow core slab's weight and plus impact force completely, simple structure, wholeness and shock resistance are strong.
Description
Technical Field
The utility model relates to an engineering and construction technical field, more specifically the utility model relates to a be used for shock-resistant assembly structure that says so.
Background
At present, the assembly structure building is popular with building development enterprises in recent years due to low cost and short construction period, but the assembly structure is gradually replaced by an integral cast-in-place structure due to poor integrity and low seismic performance, but a plurality of small buildings, agricultural buildings, regions with underdeveloped economy and steel structure industrial plants requiring short construction period still adopt assembly type building structures with lower cost. The prior technical scheme adopts related atlas and standard, and the prestressed hollow slab atlas is as follows: 12zJ401 graph set and SP prestress graph set: 05SG408 atlas is that the ends of hollow slab are reinforced by a reinforcing bar and the slab joint between two slabs, then the concrete is used for pouring and pouring the joint.
However, the friction between the concrete and the hollow slab in the slab joint is not enough to resist the weight of the whole hollow slab, and once an earthquake occurs or other large impact is applied, the whole hollow slab suddenly falls down, thereby causing safety accidents and great loss of lives and property.
Therefore, how to provide an assembly structure with high integrity and shock resistance is a problem that needs to be solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides an assembly structure's antidetonation structure can make the collar tie beam or the girder steel of hollow core plate and floor connect and form a whole, simple structure, and the shock resistance is strong.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an earthquake-resistant structure of an assembly structure for connection with a support beam of a floor; the embedded part is embedded in the hollow plate;
a plurality of embedded parts are uniformly distributed and fixed on the supporting beam;
the hollow plate and the embedded parts are arranged on the same horizontal plane, and plate holes of the hollow plate correspond to the embedded parts one by one;
and a plurality of the perforated reinforcing steel bars penetrate through the plate holes of the hollow plate, and two ends of the perforated reinforcing steel bars are fixedly connected with the embedded parts respectively.
Through the technical scheme, the utility model discloses mainly in order to overcome current hollow core slab and only rely on concrete and hollow core slab's frictional force to support in the slab joint, lead to the not enough problem of intensity, connect a supporting beam through perforation reinforcing bar and built-in fitting with hollow core slab and floor and form a whole, when hollow core slab splits, the perforation reinforcing bar can bear the weight and the external impact force of whole hollow core slab completely, simple structure, wholeness and shock resistance are strong.
Preferably, in the earthquake-resistant structure of the assembling structure, the assembling structure further comprises a connecting steel bar; and the connection steel bars are fixedly connected with the embedded parts along the direction of the supporting beam. The perforated steel bar can be welded with the connecting steel bar and is indirectly connected with the embedded part, so that the phenomenon that the perforated steel bar cannot be welded with the embedded part due to the error of the embedded part is reduced.
Preferably, in the earthquake-resistant structure of the assembling structure, the embedded parts and the connecting steel bars are welded and fixed. The operation is simple, and the connection is stable.
Preferably, in the earthquake-resistant structure of the above-described assembly structure, the support beam is a ring beam or a steel beam.
Preferably, in the earthquake-resistant structure of the above-described assembly structure, at least two perforated reinforcing bars are provided in each of the hollow slabs. Can effectively prevent personnel and property loss caused by sudden breakage of the hollow slab.
Preferably, in the earthquake-resistant structure of the assembling structure, the embedded parts are reinforcing steel bars. Simple structure, convenient use and high supporting strength.
Preferably, in the earthquake-resistant structure of the above-described assembly structure, the embedded part and the perforated steel bar are welded and fixed. The operation is simple, and the connection is stable.
According to the above technical scheme, compare with prior art, the utility model discloses an assembly structure's antidetonation structure has following beneficial effect:
1. the utility model discloses mainly in order to overcome current hollow core slab and only rely on concrete and hollow core slab's frictional force to support in the slab joint, lead to the not enough problem of intensity, connect a supporting beam formation whole hollow core slab and floor through perforation reinforcing bar and built-in fitting, when hollow core slab splits, the perforation reinforcing bar can bear the weight and the external impact force of whole hollow core slab completely, simple structure, wholeness and shock resistance are strong.
2. The utility model also comprises a contact reinforcing steel bar which is fixedly connected with a plurality of embedded parts along the direction of the supporting beam; the perforated steel bar can be welded with the connecting steel bar and is indirectly connected with the embedded part, so that the phenomenon that the perforated steel bar cannot be welded with the embedded part due to the error of the embedded part is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
FIG. 1 is a plan view of the present invention;
fig. 2 is a schematic structural diagram of the direction a provided by the present invention.
Wherein:
1-a support beam;
2-embedded parts;
3-hollow plate;
4-punching the reinforcing steel bar;
5-linking the reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 2, the embodiment of the present invention discloses an anti-seismic structure of an assembly structure, which is used for connecting with a supporting beam 1 of a floor; the embedded part comprises an embedded part 2, a hollow plate 3 and a perforated steel bar 4;
a plurality of embedded parts 2 are uniformly distributed and fixed on the supporting beam 1;
the hollow plate 3 and the embedded parts 2 are arranged on the same horizontal plane, and plate holes of the hollow plate 3 correspond to the embedded parts 2 one by one;
and a plurality of perforated reinforcing steel bars 4 penetrate through plate holes of the hollow plate 3, and two ends of the perforated reinforcing steel bars are fixedly connected with the embedded parts 2 respectively.
In order to further optimize the technical scheme, the device also comprises a connecting steel bar 5; the connection steel bars 5 are fixedly connected with the embedded parts 2 along the direction of the supporting beam 1.
In order to further optimize the technical scheme, the embedded part 2 and the connecting steel bars 5 are welded and fixed.
In order to further optimize the technical scheme, the support beam 1 is a ring beam or a steel beam.
In order to further optimize the technical scheme, at least two perforated steel bars 4 are arranged on each hollow slab 3.
In order to further optimize the technical scheme, the embedded part 2 is a steel bar.
In order to further optimize the technical scheme, the embedded part 2 and the perforated steel bar 4 are welded and fixed.
The utility model discloses a construction method does:
the embedded part 2 is fixedly arranged on a supporting beam 1 of a floor, namely a ring beam or a steel beam, after the construction of the hollow plate 3 is completed, a certain amount of perforated steel bars 4 which are uniformly distributed penetrate through plate holes of the hollow plate 3 according to calculation, the number of the perforated steel bars 4 is at least more than two, the perforated steel bars 4 and the embedded part 2 are welded and fixed, for the convenience of construction, the embedded part 2 is connected through a connecting steel bar 5 along the direction of the ring beam or the steel beam, the perforated steel bars 4 can also be welded with the connecting steel bar 5 and are indirectly connected with the embedded part 2, and the phenomenon that the perforated steel bars 4 cannot be welded with the embedded part 2 due to the error of the embedded part 2 is reduced. Then arranging corresponding reinforcing steel bars according to a drawing set or other requirements, and finally pouring the crack pouring concrete.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant points can be referred to the method part for description.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (7)
1. An earthquake-resistant construction of an assembly structure for connection with a support beam (1) of a storey; the hollow plate is characterized by comprising embedded parts (2), hollow plates (3) and perforated steel bars (4);
a plurality of embedded parts (2) are uniformly distributed and fixed on the supporting beam (1);
the hollow plate (3) and the embedded part (2) are arranged on the same horizontal plane, and plate holes of the hollow plate (3) correspond to the embedded part (2) one by one;
and a plurality of the perforated reinforcing steel bars (4) penetrate through the plate holes of the hollow plate (3), and two ends of the perforated reinforcing steel bars are fixedly connected with the embedded parts (2) respectively.
2. An earthquake-resistant construction of an assembly structure according to claim 1, characterised by further comprising tie-bars (5); the connection steel bars (5) are fixedly connected with the embedded parts (2) along the direction of the supporting beam (1).
3. An earthquake-resistant construction of an assembly structure according to claim 2, characterized in that said embedment members (2) and said tie bars (5) are welded and fixed.
4. An earthquake-resistant construction of a fitting structure according to any of claims 1-3, c h a r a c t e r i z e d in that the supporting beams (1) are ring beams or steel beams.
5. An earthquake-resistant construction of an assembly structure according to claim 1, characterised in that at least two said perforated steel bars (4) are provided per said hollow slab (3).
6. An earthquake-resistant construction of an assembly structure according to claim 1, c h a r a c t e r i z e d in that said embedments (2) are steel reinforcement.
7. An earthquake-resistant construction of an assembly structure according to claim 1, characterized in that said embedment members (2) and said perforated steel bars (4) are welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921103290.7U CN210797932U (en) | 2019-07-15 | 2019-07-15 | Anti-seismic structure of assembly structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921103290.7U CN210797932U (en) | 2019-07-15 | 2019-07-15 | Anti-seismic structure of assembly structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210797932U true CN210797932U (en) | 2020-06-19 |
Family
ID=71229336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921103290.7U Expired - Fee Related CN210797932U (en) | 2019-07-15 | 2019-07-15 | Anti-seismic structure of assembly structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210797932U (en) |
-
2019
- 2019-07-15 CN CN201921103290.7U patent/CN210797932U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200619 Termination date: 20210715 |