CN222879289U - A floor reinforcement mechanism for earthquake-resistant school buildings - Google Patents
A floor reinforcement mechanism for earthquake-resistant school buildings Download PDFInfo
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- CN222879289U CN222879289U CN202421612584.3U CN202421612584U CN222879289U CN 222879289 U CN222879289 U CN 222879289U CN 202421612584 U CN202421612584 U CN 202421612584U CN 222879289 U CN222879289 U CN 222879289U
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Abstract
本实用新型公开了一种用于学校房屋抗震用楼板加固机构，包括两个墙体，两个所述墙体之间固定连接有楼板本体，所述楼板本体的底部开设有安装槽，所述安装槽的内部固定连接有多个横向钢架，所述横向钢架的底部焊接有竖向钢架，所述楼板本体的下方设置有加固机构；所述加固机构包括加固板，所述楼板本体的底部且位于竖向钢架的下方安装有加固板，所述加固板的内顶壁开设有两个顶槽，所述加固板的内壁两侧开设有横槽，所述顶槽与横槽的内部均安装有多个矩形块，其中每两个所述矩形块之间固定连接有斜架，所述斜架的顶部固定连接有撑杆，本实用新型公开的一种用于学校房屋抗震用楼板加固机构具有抗震加固的效果。
The utility model discloses a floor reinforcement mechanism for earthquake resistance of school buildings, comprising two walls, a floor body fixedly connected between the two walls, a mounting groove provided at the bottom of the floor body, a plurality of transverse steel frames fixedly connected inside the mounting groove, a vertical steel frame welded to the bottom of the transverse steel frame, and a reinforcement mechanism arranged below the floor body; the reinforcement mechanism comprises a reinforcement plate, a reinforcement plate is installed at the bottom of the floor body and below the vertical steel frame, two top grooves are provided on the inner top wall of the reinforcement plate, transverse grooves are provided on both sides of the inner wall of the reinforcement plate, a plurality of rectangular blocks are installed inside the top grooves and the transverse grooves, an inclined frame is fixedly connected between every two of the rectangular blocks, a support rod is fixedly connected to the top of the inclined frame, and the floor reinforcement mechanism for earthquake resistance of school buildings disclosed by the utility model has the effect of earthquake resistance reinforcement.
Description
Technical Field
The utility model relates to the technical field of school floor reinforcement, in particular to a floor reinforcement mechanism for earthquake resistance of a school house.
Background
The anti-seismic reinforcement is a measure for reinforcing the structure and improving the shock resistance of a building which is not subjected to anti-seismic fortification or is subjected to anti-seismic fortification but does not reach the anti-seismic fortification standard. The earthquake-proof reinforcement can greatly reduce the damage of the building, thereby reducing casualties and property loss.
In the prior art, the method for fixing the floor of the school house by using the steel plate and the floor improves the anti-seismic effect of the house, but the method for fixing the floor by using the steel plate singly ensures that the anti-seismic buffering effect is poor, and when the floor is vibrated, the condition of damaging the school house is easily caused, so that the school house has certain potential safety hazard.
In order to solve the problems, we propose a floor reinforcing mechanism for earthquake resistance of a school house.
Disclosure of utility model
The utility model discloses a floor reinforcing mechanism for earthquake resistance of a school house, and aims to solve the technical problem that the existing floor is poor in earthquake resistance effect.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The floor reinforcing mechanism comprises two walls, wherein a floor body is fixedly connected between the two walls, an installation groove is formed in the bottom of the floor body, a plurality of transverse steel frames are fixedly connected in the installation groove, vertical steel frames are welded at the bottoms of the transverse steel frames, and a reinforcing mechanism is arranged below the floor body;
The reinforcing mechanism comprises a reinforcing plate, the reinforcing plate is installed to the bottom of floor body and the below that is located vertical steelframe, two roof grooves have been seted up to the interior roof of reinforcing plate, the transverse groove has been seted up to the inner wall both sides of reinforcing plate, a plurality of rectangular pieces are all installed to the inside in roof groove and transverse groove, wherein every two fixedly connected with sloping between the rectangular pieces, the top fixedly connected with vaulting pole of sloping, the top fixedly connected with supporting shoe of vaulting pole, four second fixed orifices have been seted up to the inside of supporting shoe, the equal threaded connection in inside of second fixed orifices has the second dead bolt, the bottom of second dead bolt and the inside threaded connection of reinforcing plate, four first fixed orifices have been seted up to the inside of rectangular piece, the inside threaded connection of first dead bolt has a plurality of fastening nails, the bottom and the inside threaded connection of reinforcing plate of fastening nail.
Through setting up the gusset plate in the bottom of floor body to and cooperation sloping and strut support the gusset plate, thereby be favorable to improving the steadiness of floor body and improve its antidetonation effect.
In a preferred scheme, a reinforcing steel bar layer is paved on the top of the floor slab body, and a concrete layer is poured inside the reinforcing steel bar layer.
Through setting up floor body top increase reinforced area, improve the fastness of whole house floor body.
In a preferred scheme, the gusset plate is of U-shaped design, and the top of the gusset plate is closely attached to the bottom of the floor slab body.
Through setting up the gusset plate for U type design for the top surface and the floor body of gusset plate are closely laminated, improve area support.
In a preferred embodiment, the rectangular block has the same width as the top groove and the transverse groove, and the support block is of triangular design.
Through setting up the supporting shoe and be triangle-shaped design for the turning of supporting shoe and gusset plate is laminated more, is favorable to stabilizing the reinforcement to the gusset plate.
In a preferred embodiment, the first securing pin is offset from the fastening pin, and the fastening pin has a larger dimension than the first securing pin.
The first fixing bolts and the fastening nails are arranged in a staggered mode to prevent the fastening nails from colliding with the rectangular blocks fixed on the reinforcing plate when the reinforcing plate is fixed on the wall body, and the fastening nails are used for connecting and supporting the reinforcing plate and the wall body.
In a preferred scheme, the reinforcing steel bar layer is arranged corresponding to the transverse steel frame and the vertical steel frame, and a triangular design is formed between the reinforcing plate and the inclined frame.
Triangle is formed between the reinforcing plate and the inclined frame, so that the stability of the reinforcing plate between walls is improved.
The floor slab reinforcing mechanism for earthquake resistance of the school houses has the following advantages:
Firstly, set up the mounting groove in the bottom of floor body and at the inside fixed horizontal steelframe and the vertical steelframe of mounting groove, then fix gusset plate and wall body through a plurality of binding nails in the bottom of vertical steelframe, then fix rectangular block and sloping frame inside the gusset plate through first gim peg in the both sides of gusset plate, then fix supporting shoe and vaulting pole in the inside of gusset plate through the second gim peg, fix the gusset plate through these, improve the tolerance of gusset plate to the realization is to the reinforcement of floor body, improves the antidetonation effect of floor body.
Secondly, a layer of reinforcing steel bar layer is paved at the top of the floor slab body, then cement is poured in the reinforcing steel bar layer to form a concrete layer, and the strength and the rigidity of the floor slab body are increased by increasing the top area of the floor slab body, so that the reinforcing purpose is realized.
Drawings
Fig. 1 is a schematic perspective exploded view of a floor reinforcing mechanism for earthquake resistance of a school house according to the present utility model.
Fig. 2 is a schematic perspective exploded view of a floor reinforcing mechanism for earthquake resistance of a school house according to the present utility model.
Fig. 3 is a schematic partial perspective view of a floor reinforcing mechanism for earthquake resistance of a school house according to the present utility model.
Fig. 4 is an enlarged schematic view of a portion a in fig. 2 for a floor reinforcing mechanism for earthquake resistance of a school house according to the present utility model.
In the drawing, 1, a wall body, 2, a floor body, 3, a concrete layer, 4, an installation groove, 5, a reinforcing mechanism, 501, a reinforcing plate, 502, a top groove, 503, a transverse groove, 504, a fastening nail, 505, a first fixing hole, 506, a first fixing bolt, 507, an inclined frame, 508, a supporting rod, 509, a supporting block, 510, a second fixing hole, 511, a second fixing bolt, 512, a rectangular block, 6, a reinforcing steel bar layer, 7, a transverse steel frame, 8 and a vertical steel frame.
Detailed Description
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the application, as presented in the figures, is not intended to limit the scope of the application, as claimed, but is merely representative of selected embodiments of the application. All other embodiments, which can be made by a person skilled in the art without making any inventive effort, are intended to be within the scope of the present application.
The utility model discloses a floor slab reinforcing mechanism for earthquake resistance of a school house, which is mainly applied to the scene of earthquake resistance of the floor slab of the school house.
Referring to fig. 1-4, a floor reinforcing mechanism for earthquake resistance of a school house comprises two walls 1, wherein a floor body 2 is fixedly connected between the two walls 1, an installation groove 4 is formed in the bottom of the floor body 2, a plurality of transverse steel frames 7 are fixedly connected in the installation groove 4, vertical steel frames 8 are welded at the bottom of the transverse steel frames 7, and a reinforcing mechanism 5 is arranged below the floor body 2;
Reinforcing mechanism 5 includes gusset plate 501, gusset plate 501 is installed to the bottom of floor body 2 and the below that is located vertical steelframe 8, two roof grooves 502 have been seted up to gusset plate 501's interior roof, cross slab 503 has been seted up to gusset plate 501's inner wall both sides, a plurality of rectangular pieces 512 are all installed to roof groove 502 and cross slab 503's inside, wherein fixedly connected with inclined frame 507 between every two rectangular pieces 512, the top fixedly connected with vaulting pole 508 of inclined frame 507, the top fixedly connected with supporting shoe 509 of vaulting pole 508, four second fixed orifices 510 have been seted up to the inside of supporting shoe 509, the equal threaded connection of inside of second fixed orifices 510 has second dead bolt 511, four first fixed orifices 505 have been seted up to the inside of rectangular piece 512, the inside threaded connection of first dead bolt 506 has a plurality of fastening nails 504 with the inside threaded connection of gusset plate 501, the bottom and 1 wall body of fastening nail 504 of the inside both sides threaded connection of interior wall of gusset plate 501.
In a preferred embodiment, the reinforcing plate 501 is of U-shaped design, and the top of the reinforcing plate 501 abuts the bottom of the floor body 2.
In a preferred embodiment, rectangular block 512 has the same width as top slot 502 and cross slot 503, and support block 509 is of triangular design.
In a preferred embodiment, the first pins 506 are offset from the fasteners 504, and the fasteners 504 are larger in size than the first pins 506.
According to the embodiment, the bottom of the floor slab body 2 is provided with the mounting groove 4, the transverse steel frame 7 and the vertical steel frame 8 are fixed in the mounting groove 4, then the reinforcing plate 501 and the wall body 1 are fixed at the bottom of the vertical steel frame 8 through the fastening nails 504, then the rectangular blocks 512 and the inclined frames 507 are fixed in the reinforcing plate 501 through the first fixing bolts 506 at two sides of the reinforcing plate 501, then the supporting blocks 509 and the supporting rods 508 are fixed in the reinforcing plate 501 through the second fixing bolts 511, the reinforcing plate 501 is fixed through the fixing bolts, the tolerance of the reinforcing plate 501 is improved, and therefore the floor slab body 2 is reinforced, and the anti-seismic effect of the floor slab body 2 is improved.
In the above technical solution, considering that there is an insufficient stability, in order to solve such a problem, the specific operations are as follows:
Referring to fig. 1 to 4, in a preferred embodiment, a reinforcing bar layer 6 is laid on top of a floor slab body 2, and a concrete layer 3 is poured inside the reinforcing bar layer 6;
In a preferred embodiment, the reinforcement layers 6 are arranged corresponding to the transverse steel frames 7 and the vertical steel frames 8, and a triangular design is formed between the reinforcing plate 501 and the inclined frames 507.
According to the embodiment, the reinforced concrete layer 6 is paved on the top of the floor slab body 2, then cement is poured in the reinforced concrete layer 6 to form the concrete layer 3, and the strength and rigidity of the floor slab body 2 are increased by increasing the top area of the floor slab body 2, so that the reinforcing purpose is realized.
During the use, through lay one deck reinforcing bar layer 6 at the top of floor body 2, then pour cement in the inside of reinforcing bar layer 6 and form muddy soil layer 3, utilize the top area of increase floor body 2 to reach the intensity and the rigidity of increase floor body 2, thereby realize the purpose of reinforcement, set up mounting groove 4 and fixed horizontal steelframe 7 and vertical steelframe 8 in the inside of mounting groove 4 in the bottom of floor body 2 simultaneously, then fix reinforcing plate 501 and wall body 1 through a plurality of fastening nails 504 in the bottom of vertical steelframe 8, then fix rectangular block 512 and sloping frame 507 in reinforcing plate 501 inside through first gim 506 in the both sides of reinforcing plate 501, then fix supporting shoe 509 and vaulting pole 508 in reinforcing plate 501's inside through second gim 511, fix reinforcing plate 501 through these, improve reinforcing plate 501's tolerance, thereby realize the reinforcement to floor body 2, improve floor body 2's shock resistance.
The above description is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto. The substitutions may be partial structures, devices, or method steps, or may be a complete solution. The technical proposal and the utility model concept are equivalent to or changed in accordance with the utility model, and the utility model is covered in the protection scope of the utility model.
Claims (6)
1. The utility model provides a floor strengthening mechanism for school's house antidetonation, includes two wall bodies (1), its characterized in that, two fixedly connected with floor body (2) between wall body (1), mounting groove (4) have been seted up to the bottom of floor body (2), the inside fixedly connected with of mounting groove (4) a plurality of horizontal steelframe (7), the bottom welding of horizontal steelframe (7) has vertical steelframe (8), the below of floor body (2) is provided with strengthening mechanism (5);
Reinforcing mechanism (5) including reinforcing plate (501), reinforcing plate (501) is installed to the bottom of floor body (2) and the below that is located vertical steelframe (8), two roof grooves (502) have been seted up to the interior roof of reinforcing plate (501), cross slot (503) have been seted up to the inner wall both sides of reinforcing plate (501), a plurality of rectangle pieces (512) are all installed to the inside of roof groove (502) and cross slot (503), wherein every two fixedly connected with sloping frame (507) between rectangle pieces (512), the top fixedly connected with vaulting pole (508) of sloping frame (507), the top fixedly connected with supporting shoe (509) of vaulting pole (508), four second dead bolt (510) have been seted up to the inside of supporting shoe (509), the inside equal threaded connection of second dead bolt (511), the inside threaded connection of bottom and reinforcing plate (501), four first dead bolt (506) have inside of the inside of four rectangle pieces (512) are seted up to the inside of reinforcing plate (506), the inside of first dead bolt (501) is connected with the inside threaded connection of a plurality of dead bolt (506), the bottom end of the fastening nail (504) is in threaded connection with the wall body (1).
2. The floor reinforcing mechanism for earthquake resistance of school houses according to claim 1, wherein a reinforcing steel bar layer (6) is laid on the top of the floor body (2), and a concrete layer (3) is poured inside the reinforcing steel bar layer (6).
3. The floor reinforcing mechanism for earthquake resistance of school houses according to claim 1, wherein the reinforcing plate (501) is of a U-shaped design, and the top of the reinforcing plate (501) is tightly attached to the bottom of the floor body (2).
4. A floor reinforcing mechanism for earthquake-proof of a school house according to claim 1, wherein the rectangular block (512) has the same width as the top groove (502) and the lateral groove (503), and the support block (509) is of triangular design.
5. The floor reinforcing mechanism for earthquake resistance of school houses according to claim 1, wherein the first fixing pins (506) are distributed with the fastening pins (504) in a staggered manner, and the fastening pins (504) are larger in size than the first fixing pins (506).
6. The floor slab reinforcing mechanism for earthquake resistance of school houses according to claim 2, wherein the reinforcing steel bar layer (6) is arranged corresponding to the transverse steel frame (7) and the vertical steel frame (8), and a triangular design is formed between the reinforcing plate (501) and the inclined frame (507).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421612584.3U CN222879289U (en) | 2024-07-09 | 2024-07-09 | A floor reinforcement mechanism for earthquake-resistant school buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421612584.3U CN222879289U (en) | 2024-07-09 | 2024-07-09 | A floor reinforcement mechanism for earthquake-resistant school buildings |
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| Publication Number | Publication Date |
|---|---|
| CN222879289U true CN222879289U (en) | 2025-05-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202421612584.3U Active CN222879289U (en) | 2024-07-09 | 2024-07-09 | A floor reinforcement mechanism for earthquake-resistant school buildings |
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| Country | Link |
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| CN (1) | CN222879289U (en) |
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- 2024-07-09 CN CN202421612584.3U patent/CN222879289U/en active Active
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