CN218374626U - Device is strengthened to hall's superstructure - Google Patents
Device is strengthened to hall's superstructure Download PDFInfo
- Publication number
- CN218374626U CN218374626U CN202222934536.3U CN202222934536U CN218374626U CN 218374626 U CN218374626 U CN 218374626U CN 202222934536 U CN202222934536 U CN 202222934536U CN 218374626 U CN218374626 U CN 218374626U
- Authority
- CN
- China
- Prior art keywords
- reinforcing plate
- thick bamboo
- limiting plate
- limiting
- pillar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a device is strengthened to waiting room superstructure, including the reinforcing plate, the bottom surface rigid coupling of reinforcing plate has a location section of thick bamboo, location barrel casing is established on the top outer wall of pillar, the bottom surface of reinforcing plate and the top surface butt of pillar, a location section of thick bamboo passes through the positioning mechanism rigid coupling with the pillar, be provided with the limiting plate between the two adjacent floors, the cross section of limiting plate is T type structure, the spacing groove with the looks adaptation of limiting plate is all seted up to the side of two adjacent floors, the limiting plate both sides respectively with spacing inslot wall butt, the middle part of limiting plate is provided with first stop gear, the both sides of limiting plate are provided with a plurality of second stop gear respectively, limiting plate bottom surface and reinforcing plate top surface butt, the top surface both sides of reinforcing plate are provided with latch mechanism respectively, and the bottom surface rigid coupling of two latch mechanisms and two adjacent floors. The utility model discloses can realize strengthening the joint strength between pillar and the floor, strengthen joint strength between floor and the pillar, improve the shear resistance ability, strengthen holistic stability.
Description
Technical Field
The utility model relates to a building technical field especially relates to a device is strengthened to waiting room superstructure.
Background
The floor system is a general name of components composed of floor slabs, secondary beams, main beams and the like used for bearing various floor functions among floors of a house, a prefabricated floor slab is mostly used in the actual construction process, the prefabricated floor slab is directly transported to a construction site for installation after engineering processing and forming, and grouting and pouring are only carried out at joints for connection after the floor slab is prefabricated.
In the related art, patent publication No. CN210947337U discloses a technical solution of placing a reinforcing plate between two floor slabs, inserting mounting plates at two sides of a prefabricated slab into mounting grooves on two adjacent floor slabs, fitting the outer walls of the mounting plates and the inner walls of the mounting grooves to each other, and fixing the reinforcing plate and a pillar by using bolts.
In view of the above-mentioned related art, the inventor found that, since the floor slab and the pillar are fixed by only one bolt before the above-mentioned technical solution, the connection structure is easily dislocated from each other and collapsed due to the increase of the shearing force between the floor slab and the pillar when an earthquake occurs.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a device is strengthened to waiting room superstructure to solve the problem that prior art exists.
In order to achieve the above object, the utility model provides a following scheme: the utility model provides a device is strengthened to waiting room superstructure for strengthen floor and pillar, include:
the reinforcing plate, the bottom surface rigid coupling of reinforcing plate has a location section of thick bamboo, a location section of thick bamboo cover is established on the top outer wall of pillar, the bottom surface of reinforcing plate with the top surface butt of pillar, a location section of thick bamboo with the pillar passes through positioning mechanism rigid coupling, adjacent two be provided with the limiting plate between the floor, the cross section of limiting plate is T type structure, adjacent two the side of floor all seted up with the spacing groove of the looks adaptation of limiting plate, the limiting plate both sides respectively with spacing inslot wall butt, the middle part of limiting plate is provided with first stop gear, the both sides of limiting plate are provided with a plurality of second stop gear respectively, the limiting plate bottom surface with reinforcing plate top surface butt, the top surface both sides of reinforcing plate are provided with clamping mechanism respectively, and two clamping mechanism and adjacent two the bottom surface rigid coupling of floor.
Preferably, the clamping mechanism includes the joint bolt, the top surface edge rigid coupling of reinforcing plate has the joint piece, the bottom surface of floor inlays and is equipped with a joint section of thick bamboo, a joint section of thick bamboo with joint piece looks adaptation, the one end of joint bolt runs through in proper order reinforcing plate, joint piece and a joint section of thick bamboo, and with reinforcing plate, joint piece and a joint section of thick bamboo pass through threaded connection.
Preferably, first stop gear includes first limit bolt, the top surface center of pillar inlays and is equipped with a first spacing section of thick bamboo, the one end of first limit bolt runs through in proper order limiting plate top surface center with the reinforcing plate, just first limit bolt respectively with limiting plate, reinforcing plate with a first spacing section of thick bamboo passes through threaded connection.
Preferably, the second limiting mechanism comprises a second limiting bolt, a limiting hole is formed in the top surface of the reinforcing plate, a second limiting cylinder is fixedly connected to the inner wall of the limiting hole, one end of the second limiting bolt penetrates through the edge of the limiting plate and the floor plate in sequence, and the second limiting bolt is connected with the limiting plate, the floor plate and the second limiting cylinder through threads respectively.
Preferably, positioning mechanism includes a plurality of location steel sheets, and is a plurality of location steel sheet circumference equidistant inlays to be established on the top outer wall of pillar, location steel sheet outer wall with location section of thick bamboo inner wall butt, the location steel sheet with the location bobbin base portion is through coupling assembling threaded connection.
Preferably, the connecting assembly comprises a positioning bolt, a plurality of positioning holes are circumferentially and equidistantly formed in the circumferential surface of the bottom of the positioning cylinder, a connecting hole corresponding to the positioning hole is formed in the positioning steel plate, and the positioning hole is in threaded connection with the connecting hole through the positioning bolt.
The utility model discloses a following technological effect: this technical scheme has designed the reinforcing plate and a location section of thick bamboo of cover on the pillar, when realizing strengthening the pillar, strengthens the joint strength between pillar and the floor, has strengthened joint strength between floor and the pillar, improves the shear resistance performance, strengthens holistic stability. The locating cylinder cover that sets up is established on the pillar, when increasing reinforcing plate and pillar area of contact, adopt steel to realize and be connected between the floor, avoid directly drilling on the pillar of concrete material and be connected, the stability of pillar has been improved, the limiting plate that sets up simultaneously carries out spacing fixed with two floors, through first stop gear and second stop gear, realize being connected between floor and the reinforcing plate, and the joint strength is improved, the joint mechanism of setting further strengthens the connectivity of floor and reinforcing plate, the condition of avoiding mutual dislocation takes place.
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 embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of the floor reinforcing device for the waiting hall of the utility model;
FIG. 2 is a schematic view of the structure of the middle reinforcing plate of the present invention;
1, a floor slab; 2. a pillar; 3. a reinforcing plate; 4. a positioning cylinder; 5. a limiting plate; 6. clamping a bolt; 7. a clamping block; 8. a clamping cylinder; 9. a first limit bolt; 10. a first limiting cylinder; 11. a second limit bolt; 12. a second limiting cylinder; 13. positioning a steel plate; 14. and (6) positioning the bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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.
In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
Referring to fig. 1-2, the utility model provides a device is strengthened to waiting room superstructure for strengthen floor 1 and pillar 2, include:
reinforcing plate 3, the bottom surface rigid coupling of reinforcing plate 3 has a location section of thick bamboo 4, a 4 covers of location section of thick bamboo are established on the top outer wall of pillar 2, the bottom surface of reinforcing plate 3 with the top surface butt of pillar 2, a location section of thick bamboo 4 with pillar 2 passes through the positioning mechanism rigid coupling, adjacent two be provided with limiting plate 5 between the floor 1, the cross section of limiting plate 5 is T type structure, adjacent two the spacing groove with the looks adaptation of limiting plate 5 is all seted up to the side of floor 1, limiting plate 5 both sides respectively with spacing inslot wall butt, the middle part of limiting plate 5 is provided with first stop gear, the both sides of limiting plate 5 are provided with a plurality of second stop gear respectively, limiting plate 5 bottom surface with 3 top surface butts of reinforcing plate, the top surface both sides of reinforcing plate 3 are provided with latch mechanism respectively, and two latch mechanism and adjacent two the bottom surface rigid coupling of floor 1.
The existing floor system of the waiting hall is generally constructed by adopting a flat slab, which is a slab-column structure system without a beam, wherein the floor slab 1 is directly supported on a column, and floor load is directly transmitted to a foundation through the column, and the existing connection mode of the floor slab 1 and the support column 2 of the waiting hall is the technical scheme in the above cited patent, and the collapse is easily caused by mutual dislocation under the earthquake condition, so that the technical scheme designs the reinforcing plate 3 and the positioning cylinder 4 which are sleeved on the support column 2, strengthens the support column 2, simultaneously strengthens the connection strength between the support column 2 and the floor slab 1, strengthens the connection strength between the floor slab 1 and the support column 2, improves the shear resistance and the integral stability. 4 covers of a location section of thick bamboo of setting are established on pillar 2, when increasing reinforcing plate 3 and 2 area of contact of pillar, adopt steel to realize being connected between 1 with the floor, avoid directly drilling on 2 of pillar of concrete material and connect, the stability of pillar 2 has been improved, limiting plate 5 that sets up simultaneously carries out spacing fixed with two floor 1, through first stop gear and second stop gear, realize being connected between floor 1 and reinforcing plate 3, and the joint strength is improved, the joint mechanism of setting further strengthens the connectivity of floor 1 and reinforcing plate 3, the condition of avoiding mutual dislocation takes place.
Further optimize the scheme, the clamping mechanism includes joint bolt 6, the top surface edge rigid coupling of reinforcing plate 3 has joint piece 7, the bottom surface of floor 1 inlays and is equipped with a joint section of thick bamboo 8, a joint section of thick bamboo 8 with 7 looks adaptations of joint piece, the one end of joint bolt 6 runs through in proper order reinforcing plate 3, joint piece 7 and a joint section of thick bamboo 8, and with reinforcing plate 3, joint piece 7 and a joint section of thick bamboo 8 pass through threaded connection.
The joint piece 7 and the joint section of thick bamboo 8 of setting carry out the joint, have realized the horizontal spacing effect to floor 1, improve stability, and the joint piece 7 and the joint section of thick bamboo 8 that set up simultaneously are the steel material, and set up a joint section of thick bamboo 8 and for floor 1's prefab, have guaranteed joint strength, connect through joint bolt 6 after accomplishing the joint, have further improved stability.
Further optimize the scheme, first stop gear includes first limit bolt 9, the top surface center of pillar 2 inlays and is equipped with a first spacing section of thick bamboo 10, the one end of first limit bolt 9 runs through in proper order 5 top surface centers of limiting plate with reinforcing plate 3, just first limit bolt 9 respectively with limiting plate 5, reinforcing plate 3 with a first spacing section of thick bamboo 10 passes through threaded connection.
The first spacing bolt 9 that sets up run through limiting plate 5, reinforcing plate 3 with a first spacing section of thick bamboo 10 to through threaded connection, realized limiting plate 5, reinforcing plate 3 with the bulk connectivity of a first spacing section of thick bamboo 10 to play the limiting displacement to floor 1, the first spacing section of thick bamboo 10 of setting can strengthen the joint strength of first spacing bolt 9 and pillar 2, avoids causing the destruction to the top of pillar 2 because the shearing force.
Further optimize the scheme, second stop gear includes the spacing bolt of second 11, spacing hole has been seted up to the top surface of reinforcing plate 3, the spacing section of thick bamboo 12 of spacing downthehole wall rigid coupling second, the one end of the spacing bolt of second 11 runs through in proper order limiting plate 5 edges with floor 1, just the spacing bolt of second 11 respectively with limiting plate 5, floor 1 and the spacing section of thick bamboo 12 of second pass through threaded connection.
The fixing of floor 1 and reinforcing plate 3 that the spacing bolt 11 of second that sets up realized, the spacing section of thick bamboo 12 of second that sets up simultaneously has realized being connected with spacing bolt 11 of second, alleviates reinforcing plate 3's shear deformation, improves stability.
Further optimize the scheme, positioning mechanism includes a plurality of location steel sheet 13, and is a plurality of location steel sheet 13 equidistant circumference inlays and establishes on the top outer wall of pillar 2, location steel sheet 13 outer wall with 4 inner wall butts of a location section of thick bamboo, location steel sheet 13 with 4 bottoms of a location section of thick bamboo are through coupling assembling threaded connection.
The positioning steel plate 13 can enhance the strength of the support column 2 and realize the positioning and connection of the positioning cylinder 4.
According to a further optimization scheme, the connecting assembly comprises a positioning bolt 14, a plurality of positioning holes are circumferentially and equidistantly formed in the circumferential surface of the bottom of the positioning cylinder 4, connecting holes corresponding to the positioning holes are formed in the positioning steel plate 13, and the positioning holes are in threaded connection with the connecting holes through the positioning bolt 14.
The positioning cylinder 4 and the positioning steel plate 13 are connected in a positioning mode through a positioning bolt 14, and the positioning cylinder 4 is fixed in position.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description of the present invention, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
The above-mentioned embodiments are only intended to describe the preferred embodiments of the present invention, but not to limit the scope of the present invention, and those skilled in the art should also be able to make various modifications and improvements to the technical solution of the present invention without departing from the spirit of the present invention, and all such modifications and improvements are intended to fall within the scope of the present invention as defined in the appended claims.
Claims (6)
1. The utility model provides a device is strengthened to waiting room superstructure for strengthen floor (1) and pillar (2), its characterized in that includes:
reinforcing plate (3), the bottom surface rigid coupling of reinforcing plate (3) has a location section of thick bamboo (4), a location section of thick bamboo (4) cover is established on the top outer wall of pillar (2), the bottom surface of reinforcing plate (3) with the top surface butt of pillar (2), a location section of thick bamboo (4) with pillar (2) are through the positioning mechanism rigid coupling, adjacent two be provided with limiting plate (5) between floor (1), the cross section of limiting plate (5) is T type structure, adjacent two the side of floor (1) all seted up with the spacing groove of the looks adaptation of limiting plate (5), limiting plate (5) both sides respectively with spacing inslot wall butt, the middle part of limiting plate (5) is provided with first stop gear, the both sides of limiting plate (5) are provided with a plurality of second stop gear respectively, limiting plate (5) bottom surface with reinforcing plate (3) top surface butt, the top surface both sides of reinforcing plate (3) are provided with latch mechanism respectively, and two latch mechanism and adjacent two the bottom surface rigid coupling of floor (1).
2. The device is strengthened to waiting room superstructure according to claim 1, characterized in that: clamping mechanism includes joint bolt (6), the top surface edge rigid coupling of reinforcing plate (3) has joint piece (7), the bottom surface of floor (1) inlays and is equipped with a joint section of thick bamboo (8), a joint section of thick bamboo (8) with joint piece (7) looks adaptation, the one end of joint bolt (6) runs through in proper order reinforcing plate (3), joint piece (7) and a joint section of thick bamboo (8), and with reinforcing plate (3), joint piece (7) and a joint section of thick bamboo (8) pass through threaded connection.
3. The device is strengthened to room of waiting superstructure according to claim 1, characterized in that: first stop gear includes first spacing bolt (9), the top surface center of pillar (2) inlays and is equipped with a first spacing section of thick bamboo (10), the one end of first spacing bolt (9) runs through in proper order limiting plate (5) top surface center with reinforcing plate (3), just first spacing bolt (9) respectively with limiting plate (5), reinforcing plate (3) and a first spacing section of thick bamboo (10) pass through threaded connection.
4. The device is strengthened to waiting room superstructure according to claim 1, characterized in that: the second limiting mechanism comprises a second limiting bolt (11), a limiting hole is formed in the top surface of the reinforcing plate (3), a limiting cylinder (12) is fixedly connected with the inner wall of the limiting hole in a second mode, one end of the second limiting bolt (11) penetrates through the edge of the limiting plate (5) and the floor (1) in sequence, and the second limiting bolt (11) is connected with the limiting plate (5), the floor (1) and the limiting cylinder (12) in a threaded mode respectively.
5. The device is strengthened to room of waiting superstructure according to claim 1, characterized in that: positioning mechanism includes a plurality of location steel sheet (13), and is a plurality of equidistant the inlaying of location steel sheet (13) circumference is established on the top outer wall of pillar (2), location steel sheet (13) outer wall with a location section of thick bamboo (4) inner wall butt, location steel sheet (13) with coupling assembling threaded connection is passed through to a location section of thick bamboo (4) bottom.
6. The device is strengthened to room of waiting superstructure according to claim 5, characterized in that: the connecting assembly comprises a positioning bolt (14), a plurality of positioning holes are circumferentially and equidistantly formed in the circumferential surface of the bottom of the positioning cylinder (4), a connecting hole corresponding to the position of the positioning hole is formed in the positioning steel plate (13), and the positioning hole is in threaded connection with the connecting hole through the positioning bolt (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222934536.3U CN218374626U (en) | 2022-11-04 | 2022-11-04 | Device is strengthened to hall's superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222934536.3U CN218374626U (en) | 2022-11-04 | 2022-11-04 | Device is strengthened to hall's superstructure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218374626U true CN218374626U (en) | 2023-01-24 |
Family
ID=84938973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222934536.3U Active CN218374626U (en) | 2022-11-04 | 2022-11-04 | Device is strengthened to hall's superstructure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218374626U (en) |
-
2022
- 2022-11-04 CN CN202222934536.3U patent/CN218374626U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106988433A (en) | A kind of modular containers build connecting node | |
| KR101766806B1 (en) | the rigid connection structure between precast concrete column and precast concrete beam using the temporary bracket installing precast concrete column, the modular system using the same | |
| CN109680810B (en) | Conversion node of upper steel pipe column and lower reinforced concrete column and construction method | |
| CN210002551U (en) | kinds of assembled house frame structure | |
| CN218374626U (en) | Device is strengthened to hall's superstructure | |
| CN211621960U (en) | Wood structure building beam column connection node structure | |
| CN113982108A (en) | Prefabricated post and precast beam connected node and adopt beam column structure of this node | |
| CN212583050U (en) | Preformed column with reserved steel bars | |
| CN210151995U (en) | Assembled shear force wall flexible connection device | |
| CN210508035U (en) | Assembly type combination beam secondary beam structure | |
| CN210563530U (en) | Masonry structure consolidates and uses device and masonry structure system | |
| CN211228995U (en) | Connecting joint between precast concrete shear wall walls | |
| CN216076287U (en) | Combined reinforcing assembly for shear wall | |
| CN215406735U (en) | Shear force wall reinforcing structure | |
| CN220768483U (en) | Invisible connector for assembly type building assembly | |
| CN209874066U (en) | Precast beam for prefabricated building and precast slab combined connection structure thereof | |
| CN216664466U (en) | Concrete beam column connecting joint | |
| CN220184084U (en) | Supporting structure of basement shear wall reverse construction method | |
| CN214574943U (en) | Assembled modularization lightweight steel construction wall body | |
| CN212773145U (en) | Large-span multistage roof beam | |
| CN219343489U (en) | Precast spliced concrete structure | |
| CN216108953U (en) | Integrated assembled steel construction building | |
| CN216787528U (en) | Waterproof prefabricated superimposed sheet type shear wall structure | |
| CN214785180U (en) | Environment-friendly prefabricated floor slab | |
| CN212896851U (en) | Assembled steel construction and assembled concrete structure connected node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |