CN212670998U - Spandrel girder structure is built in room - Google Patents

Spandrel girder structure is built in room Download PDF

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Publication number
CN212670998U
CN212670998U CN202020520937.2U CN202020520937U CN212670998U CN 212670998 U CN212670998 U CN 212670998U CN 202020520937 U CN202020520937 U CN 202020520937U CN 212670998 U CN212670998 U CN 212670998U
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plate
concrete
built
room
bottom plate
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CN202020520937.2U
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李玉升
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Mcc South China Construction Engineering Co ltd
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Mcc South China Construction Engineering Co ltd
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Abstract

The utility model discloses a spandrel girder structure is built in room relates to the room field of building, including concrete bottom plate, one side surface of concrete bottom plate is provided with left anchor strut, concrete bottom plate's upper end surface is provided with down the wave form steel sheet, the upper end surface of wave form steel sheet is provided with the cross slab down, one side surface of cross slab is provided with the backup pad, backup pad one side surface is provided with internal cable, backup pad opposite side surface is provided with external cable, the upper end surface of backup pad is provided with the wave form steel sheet. The utility model discloses a spandrel girder structure is built in room, easy operation during the use, device stable in structure, excellent in support effect, the security performance is high, and stable effect about the cross slab at middle part is strengthened, and the left anchor strut of one side and the effect of being connected of right anchor strut enhancement spandrel girder and wall increase the practicality, use to get up and have better prospect.

Description

Spandrel girder structure is built in room
Technical Field
The utility model relates to a field is built in the room, specifically is a spandrel girder structure is built in room.
Background
The building structure of a house is a term of architecture, and refers to the classification according to building materials of main bearing components such as beams, columns, walls and the like of the house, wherein the bearing beams have steel and reinforced concrete structures: the main structure of bearing is built by steel and reinforced concrete, for high-rise buildings, the frame type is basically adopted, concrete with required types is poured, so that the high-rise buildings are stable and firm for a long time, for technical personnel in the building industry, the concrete is generally poured layer by layer, before the concrete is poured, a pouring mold is installed according to the building construction, so that the concrete is prevented from leaking and deforming, and the bearing beam structure of the existing building is easy to deform after a long time.
When the existing bearing beam structure for building a house is installed and used, pouring concrete is inconvenient, the supporting and fixing effect is poor, deformation is easy to occur after long-term use, potential safety hazards are caused, and the bearing beam structure for building a house is provided.
SUMMERY OF THE UTILITY MODEL
Solves the technical problem
Not enough to prior art, the utility model provides a spandrel girder structure is built in room has the characteristics that the watering is convenient, stable in structure and security are high, to prior art not enough, realizes watering convenience, stable in structure and high advantage of security, can effectively solve the problem in the background art.
Technical scheme
In order to achieve the purpose, the utility model adopts the technical scheme that a spandrel girder structure is built in room, comprising a concrete bottom plate, one side surface of concrete bottom plate is provided with left anchor strut, the upper end surface of concrete bottom plate is provided with lower wave form steel sheet, the upper end surface of lower wave form steel sheet is provided with the cross slab, one side surface of cross slab is provided with the backup pad, backup pad one side surface is provided with internal cable, backup pad opposite side surface is provided with external cable, the upper end surface of backup pad is provided with wave form steel sheet, the upper end surface of going up wave form steel sheet is provided with the concrete roof, one side surface of concrete roof is provided with right anchor strut.
Preferably, a left side anchor strut is including reinforcing dish, fixed axle, tensile post, lead screw and heel post, one side surface of reinforcing dish is provided with the fixed axle, the outer wall of fixed axle is provided with tensile post, the middle part of fixed axle is provided with the lead screw, one side surface of fixed axle is provided with the heel post.
Preferably, the diaphragm plate comprises a steel bar outer plate, a fixing pivot, a concrete blank and a composite plate, the concrete blank is arranged on the outer surface of one side of the steel bar outer plate, the composite plate is arranged on the outer surface of one side of the concrete blank, and the fixing pivot is arranged in the middle of the steel bar outer plate.
Preferably, be equipped with the welding piece between reinforcement dish and the tensile post, and the one side surface fixed connection of one side surface through welding piece and tensile post of reinforcement dish, be equipped with the screw between fixed axle and the lead screw, and the outer wall fixed connection of screw and lead screw is passed through at the middle part of fixed axle.
Preferably, be equipped with the welding piece between fixed pivot and the reinforcing bar planking, and the outer wall of fixed pivot passes through the middle part face fixed connection of welding piece and reinforcing bar planking, be equipped with set screw between composite sheet and the concrete billet, and one side surface fixed connection of one side surface of composite sheet through set screw and concrete billet.
Preferably, be equipped with the fixed slot between concrete bottom plate and the lower wave form steel sheet, and the upper end surface of concrete bottom plate passes through the fixed slot and is connected with the upper end surface fixed surface of lower wave form steel sheet, be equipped with the welding piece between concrete roof and the last wave form steel sheet, and the lower extreme surface of concrete roof passes through the upper end surface fixed connection of welding piece and last wave form steel sheet.
Advantageous effects
Compared with the prior art, the utility model provides a spandrel girder structure is built in room possesses following beneficial effect:
1. this spandrel girder structure is built in room, the structural stability of spandrel girder is strengthened to the cross slab, fixes the reinforcing bar planking through fixed pivot, and one side is fixed through the composite sheet, and the middle part is watered the concrete base, improves bearing effect and strengthens stability, and left anchor strut is strengthened the effect of being connected with the wall with right anchor strut, fixes the reinforcing plate on the wall through the fixed axle, and the screw pole is fixed the heel post, strengthens stability, and tensile post increases the regulation nature, and the use is got up and is had better prospect.
2. This spandrel girder structure is built in room, easy operation during the use, device stable in structure, the supporting effect is good, and the security performance is high, and stabilization effect about the cross slab through the middle part is strengthened, and the left anchor strut of one side and the effect of being connected of right anchor strut enhancement spandrel girder and wall increase the practicality, use to get up and have better prospect.
Drawings
Fig. 1 is the utility model relates to a spandrel girder structure's overall structure schematic diagram is built in room.
Fig. 2 is the utility model relates to a structural schematic diagram of left anchor strut in spandrel girder structure is built in room.
Fig. 3 is the utility model relates to a structural schematic diagram of diaphragm plate in spandrel girder structure is built in room.
In the figure: 1. a concrete floor; 2. a left reinforcement bar; 3. a lower corrugated steel plate; 4. a diaphragm plate; 5. a support plate; 6. an in vivo cable; 7. a corrugated steel plate; 8. a concrete top plate; 9. an extracorporeal cord; 10. a right reinforcing rod; 201. reinforcing the disc; 202. a fixed shaft; 203. stretching the column; 204. a screw shaft; 205. a load-bearing column; 401. a steel bar outer plate; 402. a fixed hinge; 403. a concrete body; 404. a composite panel.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-3, a bearing beam structure is built in a house, which comprises a concrete bottom plate 1, a left reinforcing rod 2 is arranged on the outer surface of one side of the concrete bottom plate 1, a lower corrugated steel plate 3 is arranged on the outer surface of the upper end of the concrete bottom plate 1, a transverse partition plate 4 is arranged on the outer surface of the upper end of the lower corrugated steel plate 3, a support plate 5 is arranged on the outer surface of one side of the transverse partition plate 4, an internal cable 6 is arranged on the outer surface of one side of the support plate 5, an external cable 9 is arranged on the outer surface of the other side of the support plate 5, an upper corrugated steel plate 7 is arranged on the outer surface of the upper end of the support plate 5, a.
Further, left anchor strut 2 is including reinforcing dish 201, fixed axle 202, tensile post 203, lead screw 204 and heel post 205, and one side surface of reinforcing dish 201 is provided with fixed axle 202, and the outer wall of fixed axle 202 is provided with tensile post 203, and the middle part of fixed axle 202 is provided with lead screw 204, and one side surface of fixed axle 202 is provided with heel post 205, is favorable to strengthening left anchor strut 2's practicality, the effect of enhancement connection.
Further, the diaphragm plate 4 comprises a steel bar outer plate 401, a fixing hinge 402, a concrete blank 403 and a composite plate 404, the concrete blank 403 is arranged on the outer surface of one side of the steel bar outer plate 401, the composite plate 404 is arranged on the outer surface of one side of the concrete blank 403, and the fixing hinge 402 is arranged in the middle of the steel bar outer plate 401, so that the stability of the diaphragm plate 4 is facilitated, and the safety is enhanced.
Further, be equipped with the welding piece between reinforcement dish 201 and the tensile post 203, and reinforcement dish 201 one side surface is connected through the outer fixed surface of one side of welding piece and tensile post 203, is equipped with the screw between fixed axle 202 and the lead screw 204, and the outer wall fixed connection of screw and lead screw 204 is passed through at the middle part of fixed axle 202, has improved reinforcement dish 201's security, improves work efficiency.
Furthermore, a welding block is arranged between the fixing hinge 402 and the steel bar outer plate 401, the outer wall of the fixing hinge 402 is fixedly connected with the middle surface of the steel bar outer plate 401 through the welding block, a fixing screw rod is arranged between the composite plate 404 and the concrete blank 403, the outer surface of one side of the composite plate 404 is fixedly connected with the outer surface of one side of the concrete blank 403 through the fixing screw rod, and the functionality of the fixing hinge 402 is enhanced.
Further, be equipped with the fixed slot between concrete bottom plate 1 and the lower wave form steel sheet 3, and the upper end surface of concrete bottom plate 1 passes through the fixed slot and is connected with the upper end external surface fixed of wave form steel sheet 3 down, is equipped with the welding piece between concrete roof 8 and the last wave form steel sheet 7, and the lower extreme surface of concrete roof 8 passes through the upper end external surface fixed connection of welding piece and last wave form steel sheet 7, strengthens concrete bottom plate 1's fastness.
The working principle is as follows: firstly, a concrete bottom plate 1 is poured at the bottom, an internal cable 6 and an external cable 9 are installed at the upper end for fixing, the upper end is poured through a concrete top plate 8 to form an integral frame for enhancing the safety effect, the middle part is used for enhancing the structural stability of the bearing beam through a diaphragm plate 4, a reinforcing steel bar outer plate 401 is fixed through a fixing pivot 402, one side is fixed through a composite plate 404, a concrete blank 403 is poured at the middle part for enhancing the stability of the bearing effect, a lower corrugated steel plate 3 is installed at the upper end of the concrete bottom plate 1, a corrugated steel plate 7 is installed at the lower end of the concrete top plate 8 for enhancing the practicability, a supporting plate 5 at the upper end enables the bearing effect of the bearing beam to be better and more stable, a left reinforcing rod 2 at one side and a right reinforcing rod 10 at the other side enhance the connection effect with the wall, a reinforcing plate 201 is fixed on the wall through, the stability is enhanced, the adjustability is increased by the stretching columns 203, and the use prospect is better.
It is noted that, herein, relational terms such as first and second (a, b, etc.) and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (6)

1. The utility model provides a spandrel girder structure is built in room, includes concrete bottom plate (1), its characterized in that: the concrete bottom plate comprises a concrete bottom plate (1), and is characterized in that a left reinforcing rod (2) is arranged on the outer surface of one side of the concrete bottom plate (1), a lower corrugated steel plate (3) is arranged on the outer surface of the upper end of the lower corrugated steel plate (3), a transverse partition plate (4) is arranged on the outer surface of one side of the transverse partition plate (4), a supporting plate (5) is arranged on the outer surface of one side of the supporting plate (5), an internal cable (6) is arranged on the outer surface of the other side of the supporting plate (5), an external cable (9) is arranged on the outer surface of the upper end of the supporting plate (5), an upper corrugated steel plate (7) is arranged on the outer surface of the upper end of the upper corrugated steel plate (7), a concrete top plate.
2. The bearing beam structure is built in room of claim 1, characterized in that: left side anchor strut (2) are including reinforcing dish (201), fixed axle (202), tensile post (203), lead screw (204) and heel post (205), one side surface of reinforcing dish (201) is provided with fixed axle (202), the outer wall of fixed axle (202) is provided with tensile post (203), the middle part of fixed axle (202) is provided with lead screw (204), one side surface of fixed axle (202) is provided with heel post (205).
3. The bearing beam structure is built in room of claim 1, characterized in that: the transverse clapboard (4) comprises a steel bar outer plate (401), a fixing hinge (402), a concrete blank (403) and a composite plate (404), wherein the concrete blank (403) is arranged on the outer surface of one side of the steel bar outer plate (401), the composite plate (404) is arranged on the outer surface of one side of the concrete blank (403), and the fixing hinge (402) is arranged in the middle of the steel bar outer plate (401).
4. The bearing beam structure is built in room of claim 2, characterized in that: reinforced set (201) and stretch and be equipped with the welding piece between post (203), and the one side surface of reinforcing set (201) is through the one side fixed surface connection of welding piece and stretch post (203), be equipped with the screw between fixed axle (202) and screw pole (204), and the outer wall fixed connection of screw and screw pole (204) is passed through at the middle part of fixed axle (202).
5. The bearing beam structure of building construction according to claim 3, characterized in that: the concrete reinforcing structure is characterized in that a welding block is arranged between the fixing hinge (402) and the outer steel bar plate (401), the outer wall of the fixing hinge (402) is fixedly connected with the middle surface of the outer steel bar plate (401) through the welding block, a fixing screw rod is arranged between the composite plate (404) and the concrete blank (403), and the outer surface of one side of the composite plate (404) is fixedly connected with the outer surface of one side of the concrete blank (403) through the fixing screw rod.
6. The bearing beam structure is built in room of claim 1, characterized in that: the concrete bottom plate is characterized in that a fixing groove is formed between the concrete bottom plate (1) and the lower corrugated steel plate (3), the outer surface of the upper end of the concrete bottom plate (1) is fixedly connected with the outer surface of the upper end of the lower corrugated steel plate (3) through the fixing groove, a welding block is arranged between the concrete top plate (8) and the upper corrugated steel plate (7), and the outer surface of the lower end of the concrete top plate (8) is fixedly connected with the outer surface of the upper corrugated steel plate (7) through the welding block.
CN202020520937.2U 2020-12-08 2020-12-08 Spandrel girder structure is built in room Active CN212670998U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020520937.2U CN212670998U (en) 2020-12-08 2020-12-08 Spandrel girder structure is built in room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020520937.2U CN212670998U (en) 2020-12-08 2020-12-08 Spandrel girder structure is built in room

Publications (1)

Publication Number Publication Date
CN212670998U true CN212670998U (en) 2021-03-09

Family

ID=74810869

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020520937.2U Active CN212670998U (en) 2020-12-08 2020-12-08 Spandrel girder structure is built in room

Country Status (1)

Country Link
CN (1) CN212670998U (en)

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