CN221095440U - Connection structure of shear force wall and concrete frame roof beam - Google Patents
Connection structure of shear force wall and concrete frame roof beam Download PDFInfo
- Publication number
- CN221095440U CN221095440U CN202323094653.4U CN202323094653U CN221095440U CN 221095440 U CN221095440 U CN 221095440U CN 202323094653 U CN202323094653 U CN 202323094653U CN 221095440 U CN221095440 U CN 221095440U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- connection structure
- concrete frame
- fixing
- frame beam
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 230000000712 assembly Effects 0.000 claims abstract description 8
- 238000000429 assembly Methods 0.000 claims abstract description 8
- 230000000903 blocking effect Effects 0.000 claims description 8
- 238000009434 installation Methods 0.000 abstract description 9
- 239000011150 reinforced concrete Substances 0.000 description 4
- 241001669679 Eleotris Species 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a connection structure of a shear wall and a concrete frame beam, which comprises the following components: the two steel protection columns are sequentially provided with a plurality of connecting assemblies from top to bottom, each connecting assembly comprises a connecting frame, the surface of each connecting frame is sleeved with a connecting plate, and positioning blocks are arranged on the surfaces of the connecting frames and positioned on two sides of the connecting plates; the plurality of threaded rods are respectively connected to the surfaces of the steel guard columns; the fixing components are respectively arranged on the surfaces of the threaded rods. According to the connecting structure of the shear wall and the concrete frame beam, provided by the utility model, the plurality of threaded rods, the plurality of connecting components and the plurality of fixing components are arranged on the surface of the steel protection column to be matched for operation, so that the nut can be reduced in installation and adjustment when the large-size steel protection column is fixed, and the convenience of constructors in installation can be improved.
Description
Technical Field
The utility model relates to the field of constructional engineering, in particular to a connecting structure of a shear wall and a concrete frame beam.
Background
The building engineering is an engineering entity formed by building various house buildings and auxiliary facilities thereof and installing and moving lines, pipelines and equipment matched with the house buildings, wherein the house buildings are provided with top covers, beam columns, walls and foundations, and can form an inner space, so that the requirements of people on production, living, study and public activities are met.
The shear wall is also called wind-resistant wall, anti-seismic wall or structural wall, the wall body of horizontal load and vertical load mainly bearing wind load or earthquake effect in house or structure, prevent structural shear damage, also called anti-seismic wall, generally made of reinforced concrete, it divides the plane shear wall and cylinder shear wall, the plane shear wall is used in reinforced concrete frame structure, rising board structure, flat floor system in order to increase rigidity, intensity and collapse resistance of the structure, can cast-in-place or prefabricate and assemble reinforced concrete shear wall in some places, cast-in-place shear wall and peripheral beam, post pour at the same time, the wholeness is good, the cylinder shear wall is used in high-rise building, high-rise structure and suspension structure, by the spacer wall of the elevator room, stairway room, apparatus and auxiliary room, the cylinder wall is cast-in-place reinforced concrete wall, its rigidity and intensity can bear the great horizontal load than the plane shear wall.
The patent application with the bulletin number of CN215888644U, it is through being equipped with forward regulation steelframe and reverse regulation steelframe, forward regulation steelframe and reverse regulation steelframe all overlap on left side steel column and right side steel column, and the inner chamber between left side steel column and the right side steel column is used for pouring concrete spandrel, when need to adjust the size of inner chamber according to the building requirement, constructor uses the tool spanner to twist the adjusting nut on forward regulation steelframe and the reverse regulation steelframe, forward screwing adjusting nut, make adjusting nut outwards rotate on the steelframe muscle, loosen forward regulation steelframe and reverse regulation steelframe, increase the distance between left side steel column and the right side steel column, can increase the inner chamber that is used for pouring concrete spandrel, otherwise, reverse screwing moves adjusting nut, make adjusting nut inwards rotate on the steelframe, screw forward regulation steelframe and reverse regulation steelframe, reduce the distance between left side steel column and the right side steel column, can reduce the inner chamber that is used for pouring concrete spandrel, so, can adjust the size of frame and install the time when installing a plurality of frames and the sleeper according to the building requirement, the size is needed, but install the time is greatly to the sleeper, the side is fixed with the side-mounted, the side is convenient and the sleeper is used for installing.
Therefore, it is necessary to provide a connection structure of a shear wall and a concrete frame beam to solve the above technical problems.
Disclosure of utility model
The utility model provides a connection structure of a shear wall and a concrete frame beam, which solves the problems that when a large-size frame is fixed, the installation time of constructors is increased and the convenience of installation is reduced when a plurality of adjusting steel frames, sleepers and nuts are used for fixing.
In order to solve the technical problems, the utility model provides a connection structure of a shear wall and a concrete frame beam, which comprises:
The two steel protection columns are sequentially provided with a plurality of connecting assemblies from top to bottom, each connecting assembly comprises a connecting frame, the surface of each connecting frame is sleeved with a connecting plate, and positioning blocks are arranged on the surfaces of the connecting frames and positioned on two sides of the connecting plates;
the plurality of threaded rods are respectively connected to the surfaces of the steel guard columns;
The fixing components are respectively arranged on the surfaces of the threaded rods.
Preferably, a thread sleeve is connected on the surface of the threaded rod and positioned on one side of the connecting plate in a threaded manner.
Preferably, the both sides on link surface all are provided with the dismantlement subassembly, the dismantlement subassembly is including dismantling the cover, one side of dismantling the cover is provided with the dismantlement piece.
Preferably, the fixing assembly comprises a fixing plate, two sides of one side of the fixing plate are connected with fixing rods, and one ends of the two fixing rods are connected with fixing blocks.
Preferably, a rotating sleeve is connected on the surface of the threaded rod and positioned on one side of the fixed plate in a threaded manner.
Preferably, a limiting plate is arranged on the surface of the connecting frame and positioned on the right side of the steel protection column.
Preferably, a blocking component is arranged between the threaded rods, the blocking component comprises a plurality of connectors, one sides of the connectors are connected with connecting pieces, and a limiting rod is arranged between the connectors.
Compared with the related art, the connecting structure of the shear wall and the concrete frame beam has the following beneficial effects:
The utility model provides a connection structure of a shear wall and a concrete frame beam, wherein a plurality of threaded rods, a plurality of connection assemblies and a plurality of fixing assemblies are arranged on the surface of a steel protection column to be matched for operation, so that when the large-size steel protection column is fixed, the installation and adjustment of nuts can be reduced, and the convenience of constructors in installation can be improved.
Drawings
Fig. 1 is a schematic structural view of a first embodiment of a connection structure between a shear wall and a concrete frame beam according to the present utility model;
FIG. 2 is an enlarged schematic view of portion A shown in FIG. 1;
FIG. 3 is an enlarged schematic view of portion B shown in FIG. 1;
fig. 4 is a schematic structural view of a second embodiment of a connection structure between a shear wall and a concrete frame beam according to the present utility model;
fig. 5 is an enlarged schematic view of the portion C shown in fig. 4.
Reference numerals in the drawings: 1. the steel protection column comprises a steel protection column body, 2, a connecting component body, 21, a connecting frame, 22, a connecting plate, 23, a positioning block, 24, a thread bush, 3, a fixing component body, 31, a fixing plate, 32, a fixing rod, 33, a fixing block, 34, a rotating bush, 4, a threaded rod, 5, a disassembling component body, 51, a disassembling bush, 52, a disassembling block, 6, a limiting plate, 7, a blocking component body, 71, a connecting head, 72, a connecting piece, 73 and a limiting rod.
Detailed Description
The utility model will be further described with reference to the drawings and embodiments.
First embodiment
Referring to fig. 1, fig. 2 and fig. 3 in combination, fig. 1 is a schematic structural diagram of a first embodiment of a connection structure between a shear wall and a concrete frame beam according to the present utility model; FIG. 2 is an enlarged schematic view of portion A shown in FIG. 1; fig. 3 is an enlarged schematic view of a portion B shown in fig. 1. A connection structure of a shear wall and a concrete frame beam, comprising:
The steel protection columns 1 are sequentially provided with a plurality of connecting assemblies 2 from top to bottom between the two steel protection columns 1, each connecting assembly 2 comprises a connecting frame 21, the surface of each connecting frame 21 is sleeved with a connecting plate 22, and positioning blocks 23 are arranged on the surface of each connecting frame 21 and positioned on two sides of each connecting plate 22;
A plurality of threaded rods 4, wherein the threaded rods 4 are respectively connected to the surface of the steel guard column 1;
The fixing components 3 are respectively arranged on the surfaces of the threaded rods 4.
The connecting frame 21 is sleeved on the surfaces of the two steel protection columns 1, a through hole matched with the threaded rod 4 is formed in the center of the surface of the connecting plate 22, threads are formed on the inner wall of the through hole, and the threads on the surface of the threaded rod 4 are positive and negative threads.
A thread sleeve 24 is screwed on the surface of the threaded rod 4 and positioned on one side of the connecting plate 22.
The two sides of the surface of the connecting frame 21 are respectively provided with a disassembling component 5, the disassembling component 5 comprises a disassembling sleeve 51, and one side of the disassembling sleeve 51 is provided with a disassembling block 52.
The dismounting sleeve 51 is fitted over the surface of the connection frame 21, and the end of the fixing plate 31 is connected to the dismounting block 52.
The fixing assembly 3 comprises a fixing plate 31, two sides of one side of the fixing plate 31 are respectively connected with a fixing rod 32, and one end of each fixing rod 32 is respectively connected with a fixing block 33.
The surface of the threaded rod 4 and one side of the fixed plate 31 are connected with a rotating sleeve 34 in a threaded manner.
The limiting plate 6 is arranged on the surface of the connecting frame 21 and positioned on the right side of the steel protection column 1.
The utility model provides a connecting structure of a shear wall and a concrete frame beam, which has the following working principle:
When the connecting frame is used, the connecting frame 21 is sleeved between the two steel protection columns 1, then the fixing plate 31 with the dismounting blocks 52 is sleeved on the dismounting sleeves 51 on two sides of the surface of the connecting frame 21 to be connected, after the fixing plate 31 is installed, the connecting plate 22 is sleeved on the surface of the connecting frame 21, then the positioning blocks 23 are installed on the surface of the connecting frame 21 and are positioned on two sides of the connecting plate 22, mounting holes matched with the positioning blocks 23 are formed in the surface of the connecting frame 21, after the connecting plate 22 and the fixing plate 31 are installed, the connecting plate 22 and the fixing plate 31 are pushed to move to two sides by rotating the threaded sleeves 24 and the rotating sleeves 34 on two sides of the surface of the threaded rod 4, and when the connecting plate 21 moves to push the connecting frame 21 to pull to one side by the positioning blocks 23, and meanwhile, the fixing rod 32 with the fixing blocks 33 is pushed to push, squeeze and fix to one side of the steel protection columns 1.
Compared with the related art, the connecting structure of the shear wall and the concrete frame beam has the following beneficial effects:
The utility model provides a connection structure of a shear wall and a concrete frame beam, wherein a plurality of threaded rods 4, a plurality of connection components and a plurality of fixing components 3 are arranged on the surface of a steel protection column 1 to be matched for operation, so that when the steel protection column 1 with a large size is fixed, the installation and adjustment of nuts can be reduced, and the convenience of constructors in installation can be improved.
Second embodiment
Referring to fig. 4 and 5 in combination, according to a first embodiment of the present application, a connection structure between a shear wall and a concrete frame beam is provided. The second embodiment is merely a preferred manner of the first embodiment, and implementation of the second embodiment does not affect the implementation of the first embodiment alone.
Specifically, the connection structure of a shear wall and a concrete frame beam provided in the second embodiment of the present application is different in that a blocking component 7 is disposed between a plurality of threaded rods 4, the blocking component 7 includes a plurality of connectors 71, one sides of the connectors 71 are connected with connectors 72, and a limiting rod 73 is disposed between the connectors 71.
The connecting member 72 is connected to the screw hole by a screw connection block, and an installation communication hole adapted to the stopper rod 73 is provided in the connector 71.
The utility model provides a connecting structure of a shear wall and a concrete frame beam, which has the following working principle:
In use, the connector 71 with the connector 72 is first connected to the end of the threaded rod 4, and after the connector 71 is mounted, the plurality of connectors 71 are connected by the stopper rod 73.
Compared with the related art, the connecting structure of the shear wall and the concrete frame beam has the following beneficial effects:
The utility model provides a connection structure of a shear wall and a concrete frame beam, wherein a limiting component 7 is arranged among a plurality of threaded rods 4, so that the connection structure is favorable for blocking a connection plate 22 on the surface of the threaded rods 4.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (7)
1. A connection structure of shear wall and concrete frame roof beam, characterized by comprising:
The two steel protection columns are sequentially provided with a plurality of connecting assemblies from top to bottom, each connecting assembly comprises a connecting frame, the surface of each connecting frame is sleeved with a connecting plate, and positioning blocks are arranged on the surfaces of the connecting frames and positioned on two sides of the connecting plates;
the plurality of threaded rods are respectively connected to the surfaces of the steel guard columns;
The fixing components are respectively arranged on the surfaces of the threaded rods.
2. The connection structure of a shear wall and a concrete frame beam according to claim 1, wherein a threaded sleeve is screwed on the surface of the threaded rod and on one side of the connection plate.
3. The connection structure of a shear wall and a concrete frame beam according to claim 1, wherein the two sides of the surface of the connection frame are provided with dismounting assemblies, the dismounting assemblies comprise dismounting sleeves, and one side of each dismounting sleeve is provided with a dismounting block.
4. The connection structure of a shear wall and a concrete frame beam according to claim 1, wherein the fixing assembly comprises a fixing plate, fixing rods are connected to two sides of one side of the fixing plate, and fixing blocks are connected to one ends of the two fixing rods.
5. The connection structure of a shear wall and a concrete frame beam according to claim 4, wherein a rotating sleeve is screwed on the surface of the threaded rod and on one side of the fixing plate.
6. The connection structure of the shear wall and the concrete frame beam according to claim 1, wherein a limiting plate is arranged on the surface of the connecting frame and positioned on the right side of the steel protection column.
7. The connection structure of a shear wall and a concrete frame beam according to claim 1, wherein a blocking assembly is arranged between a plurality of the threaded rods, the blocking assembly comprises a plurality of connectors, one sides of the connectors are connected with connectors, and a limiting rod is arranged between the connectors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323094653.4U CN221095440U (en) | 2023-11-16 | 2023-11-16 | Connection structure of shear force wall and concrete frame roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323094653.4U CN221095440U (en) | 2023-11-16 | 2023-11-16 | Connection structure of shear force wall and concrete frame roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221095440U true CN221095440U (en) | 2024-06-07 |
Family
ID=91326233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323094653.4U Active CN221095440U (en) | 2023-11-16 | 2023-11-16 | Connection structure of shear force wall and concrete frame roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221095440U (en) |
-
2023
- 2023-11-16 CN CN202323094653.4U patent/CN221095440U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107190877B (en) | Semi-rigid node friction energy dissipation device | |
| CN201011174Y (en) | Anti-shock anti-deformation duplicate protecting structure of steel structure buildings | |
| CN221095440U (en) | Connection structure of shear force wall and concrete frame roof beam | |
| CN209144994U (en) | A kind of assembly Braced Frames structure with function of seismic resistance | |
| CN214739106U (en) | Curtain wall steel frame node | |
| CN210684975U (en) | Embedded weak connection structure | |
| CN211920567U (en) | Full module assembly formula elevator well | |
| CN213572585U (en) | Thin-wall steel arc beam | |
| CN104805902B (en) | It is a kind of to improve the structure of hangar stress performance | |
| CN220908827U (en) | Concave corridor department curtain mounting system | |
| CN221118896U (en) | Elastic steel beam installation node suitable for curtain wall installation | |
| CN220908826U (en) | Curtain wall keel mounting structure crossing deformation joint area | |
| CN216238971U (en) | Anti-seismic profile steel structure | |
| CN220486728U (en) | Assembled steel structure coupling assembling | |
| CN213174196U (en) | Connecting node of spoke type cable truss brace rod and membrane arch rod | |
| CN220285369U (en) | Assembled adjustable column support system | |
| CN219569294U (en) | Building decoration curtain wall fixing mechanism | |
| CN216840706U (en) | Quick adjustment frock of assembled trompil steel sheet shear force wall | |
| CN212053202U (en) | Novel anti-seismic metal structure assembly for building | |
| CN212176209U (en) | Big glass cable curtain wall of vestibule | |
| CN220267021U (en) | Steel structure box column for building | |
| CN218091576U (en) | Corrosion-resistant aluminum alloy grating plate | |
| CN220848012U (en) | Auxiliary connection supporting mechanism of assembled steel structure beam | |
| CN216921313U (en) | Wall-attached pull rod for scaffold | |
| CN114541745B (en) | Cylindrical wood formwork reinforcing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |