CN109972891A - Assembled steel expanded metals external wrapping concrete shear force wall structure based on Prefabricated steel construction - Google Patents
Assembled steel expanded metals external wrapping concrete shear force wall structure based on Prefabricated steel construction Download PDFInfo
- Publication number
- CN109972891A CN109972891A CN201910177176.7A CN201910177176A CN109972891A CN 109972891 A CN109972891 A CN 109972891A CN 201910177176 A CN201910177176 A CN 201910177176A CN 109972891 A CN109972891 A CN 109972891A
- Authority
- CN
- China
- Prior art keywords
- support
- shear force
- fixedly installed
- wall structure
- concrete shear
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention belongs to shear wall fields, especially a kind of assembled steel expanded metals external wrapping concrete shear force wall structure based on Prefabricated steel construction, it is often supported just with steel pipe during movable plank house for existing build, to reach simple antidetonation, and the construction of movable plank house is also fairly simple, therefore when using movable plank house, will there are problems that certain risk factor, now propose following scheme, it includes bottom beam, the top of the bottom beam is symmetrically fixedly mounted there are two limited post, limiting slot is offered at the top of the limited post, operation of the present invention is simple, by rotating two connecting screws simultaneously, can upper beam be vertically moved, the spacing between upper beam and bottom beam can be made to be adapted with the height of movable plank house with this, carry out casting concrete again later, movable plank house can be supported, and than existing The intensity that steel pipe is supported is big, has good anti-seismic performance, therefore can eliminate corresponding security risk.
Description
Technical field
The present invention relates to shear wall technical field more particularly to a kind of assembled steel expanded metals outsourcings based on Prefabricated steel construction
Concrete shear wall structure.
Background technique
Steel reinforced concrete structure is the shell that one layer of armored concrete is enclosed with outside formed steel construction, and this structure is existing
Be widely used in skyscraper and long span building project transformation layer, with science and technology be constantly progressive and China
Expanding economy, steel reinforced concrete structure will be continuously available promotion and application as a kind of novel structure.
It is existing when template activity board house is built in building site, usually build two to three layers, but in build process often
It is supported just with steel pipe, to reach simple antidetonation, and the construction of movable plank house is also fairly simple, therefore is being used
When movable plank house, there will be certain risk factor, so it is proposed that outside the assembled steel expanded metals based on Prefabricated steel construction
Packet concrete shear wall structure, for solving the problems, such as above-mentioned propose.
Summary of the invention
Existed based on background technique and be often supported just with steel pipe during building movable plank house, to reach simple
Antidetonation, and the construction of movable plank house is also fairly simple, therefore when using movable plank house, will exist it is certain it is dangerous because
The technical problem of element, the invention proposes the assembled steel expanded metals external wrapping concrete shear force wall structures based on Prefabricated steel construction.
Assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction, including bottom
Beam, the top of the bottom beam are symmetrically fixedly mounted there are two limited post, limiting slot are offered at the top of the limited post, and limit
Connecting column is slidably connected in slot, the top of two connecting columns extends respectively to the top of limited post and is fixedly installed with same
Upper beam, the side of the upper beam are symmetrically opened up there are two link slot, slidably connect connecting plate, the connection in the link slot
The side of plate is rotatably connected to connecting shaft, and one end of connecting shaft extends to the outside of upper beam and is fixedly installed with support column, institute
The top for stating bottom beam is symmetrically fixedly mounted there are two Mobile base, slidably connects U-shaped slide plate, the support on the Mobile base
Column, bottom end and U-shaped slide plate top side be rotatablely connected, the side that two support columns are located remotely from each other is rotatably connected to rotation
Pipe, one end of the rotation pipe are rotatably connected to stop nut, and the stop nut internal screw thread is connected with Limit screw, two limits
Column side close to each other in position is fixedly installed with position-limiting tube, slidably connects movable plate on the side inner wall of the position-limiting tube,
The side of the movable plate is fixedly installed with connecting rod, and fixing seat, the fixing seat and limit are slidably connected in the connecting rod
The other side inner wall activity of position pipe clamps, and one end of the Limit screw extends in position-limiting tube and mutually clamps with fixing seat, root
It is high according to the layer of movable plank house, upper depth of beam can be adjusted, with this can make height between upper beam and bottom beam with
The height of movable plank house is adapted.
Preferably, it is rotatably connected to connecting screw on the side inner wall of the shifting chute, one end of the connecting screw is passed through
It wears the other side inner wall of shifting chute and extends to the outside of Mobile base, be threaded with attaching nut on the connecting screw, institute
It states the top for extending to Mobile base at the top of attaching nut and is fixedly connected with the bottom of U-shaped slide plate, by being rotatablely connected screw rod
It can be convenient and U-shaped slide plate is driven to be moved.
Preferably, moving hole is offered in the other side bottom interior wall of the shifting chute, and is slidably connected in moving hole
One end of mobile bar, the mobile bar extends in shifting chute, and the top side of the mobile bar is fixedly installed with arc racks,
Fixing sleeve is equipped with position limited gear on the connecting screw, and arc racks are meshed with position limited gear, the bottom interior wall of moving hole
On offer support slot, and support slot in slidably connect support rod, the top of the support rod extends in moving hole simultaneously
It is fixedly connected with the bottom of mobile bar, the bottom end of the support rod is fixedly installed with support spring, the bottom end of the support spring
It is fixedly connected with the bottom interior wall of support slot, after the completion of connecting screw carries out mobile, can use position limited gear and camber tooth
Item, which is meshed, limits connecting screw.
Preferably, the other side of the connecting plate is fixedly installed with mobile column, opens up on the side inner wall of the link slot
There is connecting hole, one end of the mobile column runs through connecting hole and extends to the outside of upper beam, and peace is offered at the top of mobile column
Tankage is fixedly installed with gag lever post in mounting groove, and active card can in mobile connection plate equipped with stop collar on the gag lever post
Connecting plate is limited with facilitating.
Preferably, slide opening is offered in the top inner wall of the connecting hole, and slidably connects pull rod in slide opening, the drawing
The bottom end of bar extend in mounting hole and be fixedly connected at the top of stop collar, stop collar is moved easily, convenient for stop collar and limit
It is realized between the bar of position and clamps or be disconnected.
Preferably, support ring is fixedly installed in the slide opening, fixing sleeve is equipped with terminal pad, and terminal pad on the pull rod
Positioned at the top of support ring, tripping spring is arranged on the pull rod, the tripping spring between support ring and terminal pad,
The top and bottom end of the tripping spring are fixedly connected at the top of the bottom of terminal pad and support ring respectively, are carried out to stop collar
Limit, when not moving pull rod, can make stop collar and gag lever post is clamping state always.
Preferably, moving tube is slidably connected in the two sides top inner wall of the limiting slot, and two moving tubes are mutual
Close one end is fixedly installed with clamping plate, and two clamping plates are mutually clamped with connecting column, can be with when braking to connecting column
It is braked in such a way that clamping plate sandwiches connecting column.
Preferably, fixture nut is fixedly installed in two moving tubes, and two fixture nut hand of spiral are on the contrary, two
It is threaded with the same rotation screw rod in a fixture nut, through-hole is offered on the connecting column, the rotation screw rod runs through
Through-hole is realized and is driven to clamping plate, close to each other convenient for clamping plate or be located remotely from each other.
The beneficial effects of the present invention are:
Rotating two connecting screws simultaneously first can make two support columns be rotated when connecting screw is rotated,
Upper beam can be driven to move up at this time, and connecting plate can be slided in link slot, it, can be with when connecting plate is moved
It drives mobile column to be moved, after the completion of upper beam longitudinal movement, can successively discharge pull rod and mobile bar at this time, so that it may so that
Tripping spring and support spring are resetted, tripping spring will drive pull rod and move up, can be with when pull rod moves up
Stop collar is driven to move up, it can so that stop collar is mutually clamped with gag lever post, it, can band when support spring is resetted
Dynamic support rod moves up, and mobile bar will move up at this time, and arc racks is driven to move up and mutually nibble with position limited gear
It closes；
When upper beam is vertically moved, connecting column can be driven to carry out longitudinal sliding motion in limiting slot, slided in connecting column
Cheng Hou can rotate rotation screw rod at this time, so that two fixture nuts are close to each other, two moving tubes can be made mutual with this
It is close, when two moving tubes are close to each other, so that it may drive two clamping plates close to each other, be clamped to connecting column, later
Rotary spacing nut drives Limit screw to be moved, when Limit screw is moved, fixing seat can be driven to be moved
It is dynamic, until fixing seat and the other side inner wall of position-limiting tube are mutually clamped, while stop nut is locked with current limliting screw rod
Movable plank house is effectively supported with realizing, while adjustment can be can be convenient in the movable plank house to different height
Spacing between upper beam and bottom beam, to reach purpose compatible with movable plank house, and using the stability of concrete and originally
The internuncial of connecting elements in invention matches, it can realizes stronger support performance, therefore can be to movable plate
, will be stronger than the performance of traditional steel pipe support when room is supported, so will have to movable plank house when coping with earthquake
Stronger stability, therefore movable plank house can be made to obtain good anti-seismic performance, corresponding security risk can be eliminated.
Operation of the present invention is simple, by rotating two connecting screws simultaneously, can upper beam be vertically moved, with this
The spacing between upper beam and bottom beam can be made to be adapted with the height of movable plank house, carry out casting concrete again later
To be supported to movable plank house, and bigger than the intensity that existing steel pipe is supported, there is good anti-seismic performance, therefore can be with
Eliminate corresponding security risk.
Detailed description of the invention
Fig. 1 is the knot of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Structure main view；
Fig. 2 is the Mobile base of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Structural front view；
Fig. 3 ties beam for the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Structure main view；
Fig. 4 is the limited post of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Structural side view；
Fig. 5 is the position-limiting tube of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Structural front view；
Fig. 6 is the A structure of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Enlarged drawing；
Fig. 7 is the B structure of the assembled steel expanded metals external wrapping concrete shear force wall structure proposed by the present invention based on Prefabricated steel construction
Enlarged drawing.
In figure: 1 bottom beam, 2 limited posts, 3 limiting slots, 4 connecting columns, 5 upper beams, 6 link slots, 7 mobile columns, 8 support columns, 9 are moved
Dynamic seat, 10 U-shaped slide plates, 11 connecting plates, 12 rotation pipes, 13 stop nuts, 14 Limit screws, 15 position-limiting tubes, 16 shifting chutes, 17
Connecting screw, 18 attaching nuts, 19 position limited gears, 20 support rods, 21 support springs, 22 mobile bars, 23 gag lever posts, 24 limits
Ring, 25 pull rods, 26 tripping springs, 27 moving tubes, 28 fixture nuts, 29 rotation screw rods, 30 clamping plates, 31 movable plates, 32 connecting rods,
33 fixing seats.
Specific embodiment
Combined with specific embodiments below the present invention is made further to explain.
Embodiment
With reference to Fig. 1-7, the assembled steel expanded metals external wrapping concrete shearing based on Prefabricated steel construction is proposed in the present embodiment
Wall construction, including bottom beam 1, the top of bottom beam 1 are symmetrically fixedly mounted there are two limited post 2, and the top of limited post 2 offers limit
Slot 3, and connecting column 4 is slidably connected in limiting slot 3, the top of two connecting columns 4 extends respectively to the top of limited post 2 and consolidates
Dingan County is equipped with the same upper beam 5, and the side of upper beam 5 is symmetrically opened up there are two link slot 6, slidably connects connection in link slot 6
Plate 11, the side of connecting plate 11 is rotatably connected to connecting shaft, and one end of connecting shaft extends to outside and the fixed installation of upper beam 5
There is a support column 8, the top of bottom beam 1 is symmetrically fixedly mounted there are two Mobile base 9, U-shaped slide plate 10 is slidably connected on Mobile base 9,
Support column 8, bottom end and U-shaped slide plate 10 top side be rotatablely connected, the side company of rotation that two support columns 8 are located remotely from each other
It is connected to rotation pipe 12, one end of rotation pipe 12 is rotatably connected to stop nut 13, and 13 internal screw thread of stop nut is connected with limit spiral shell
Bar 14, two limited posts 2 side close to each other are fixedly installed with position-limiting tube 15, the company of sliding on the side inner wall of position-limiting tube 15
It is connected to movable plate 31, the side of movable plate 31 is fixedly installed with connecting rod 32, fixing seat 33 is slidably connected in connecting rod 32, Gu
The other side inner wall activity of reservation 33 and position-limiting tube 15 clamps, one end of Limit screw 14 extend in position-limiting tube 15 and with fixation
33 phases of seat clamp, high according to the layer of movable plank house, can be adjusted to the height of upper beam 5, can make upper beam 5 and bottom with this
Height between beam 1 is adapted with the height of movable plank house, first simultaneously rotate two connecting screws 17, connecting screw 17 into
When row rotation, two support columns 8 can be made to be rotated, upper beam 5 can be driven to move up at this time, and the meeting of connecting plate 11 exists
It is slided in link slot 6, when connecting plate 11 is moved, mobile column 7 can be driven to be moved, in the longitudinal shifting of upper beam 5
After the completion of dynamic, can successively discharge pull rod 25 and mobile bar 22 at this time, so that it may so that tripping spring 26 and support spring 21 into
Row resets, and tripping spring 26 will drive pull rod 25 and move up, and when pull rod 25 moves up, stop collar 24 can be driven upward
It is mobile, it can so that stop collar 24 is clamped with 23 phase of gag lever post, when support spring 21 is resetted, support rod can be driven
20 move up, and mobile bar 22 will move up at this time, and arc racks is driven to move up and be meshed with position limited gear 19,
When upper beam 5 is vertically moved, connecting column 4 can be driven to carry out longitudinal sliding motion in limiting slot 3, slided in connecting column 4
Cheng Hou, can rotate rotation screw rod 29 at this time so that two fixture nuts 28 are close to each other can make two moving tubes with this
27 is close to each other, when two moving tubes 27 are close to each other, so that it may drive two clamping plates 30 close to each other, to connecting column 4 into
Row clamps, rotary spacing nut 13 later, and Limit screw 14 is driven to be moved, can be with when Limit screw 14 is moved
Fixing seat 33 is driven to be moved, until fixing seat 33 and the other side inner wall of position-limiting tube 15 are mutually clamped, while stop nut
13 are locked with current limliting screw rod 14, it can realization effectively supports movable plank house, while can be to different height
When the movable plank house of degree, the spacing between adjustment upper beam 5 and bottom beam 1 can be convenient, to reach mesh compatible with movable plank house
, and matched using the internuncial of connecting elements in the stability and the present invention of concrete, it can it realizes stronger
Support performance, therefore can be when being supported to movable plank house, will be stronger than the performance of traditional steel pipe support, so
When coping with earthquake, there will be stronger stability to movable plank house, therefore movable plank house can be made to obtain good shock resistance
Can, corresponding security risk can be eliminated, operation of the present invention is simple, by rotating two connecting screws 17 simultaneously, can make
Upper beam 5 is vertically moved, and the spacing between upper beam 5 and bottom beam 1 can be made to be adapted with the height of movable plank house with this, it
Carry out casting concrete again afterwards, it can be supported, and bigger than the intensity that existing steel pipe is supported, have to movable plank house
Good anti-seismic performance, therefore corresponding security risk can be eliminated.
In the present embodiment, the top of Mobile base 9 offers shifting chute 16, is rotatably connected on the side inner wall of shifting chute 16
One end of connecting screw 17, connecting screw 17 runs through the other side inner wall of shifting chute 16 and extends to the outside of Mobile base 9, connection
Be threaded with attaching nut 18 on screw rod 17, the top of attaching nut 18 extend to the top of Mobile base 9 and with U-shaped slide plate 10
Bottom be fixedly connected, can be convenient by being rotatablely connected screw rod 17 and U-shaped slide plate 10 driven to be moved.
In the present embodiment, moving hole is offered in the other side bottom interior wall of shifting chute 16, and be slidably connected in moving hole
There is mobile bar 22, one end of mobile bar 22 extends in shifting chute 16, and the top side of mobile bar 22 is fixedly installed with camber tooth
Item, fixing sleeve is equipped with position limited gear 19 on connecting screw 17, and arc racks are meshed with position limited gear 19, the bottom of moving hole
Support slot is offered on inner wall, and the interior of support slot slidably connects support rod 20, the top of support rod 20 extends to moving hole
Interior and be fixedly connected with the bottom of mobile bar 22, the bottom end of support rod 20 is fixedly installed with support spring 21, support spring 21
Bottom end is fixedly connected with the bottom interior wall of support slot, after the completion of connecting screw 17 carries out mobile, can use position limited gear 19
It is meshed with arc racks and connecting screw 17 is limited.
In the present embodiment, the other side of connecting plate 11 is fixedly installed with mobile column 7, opens up on the side inner wall of link slot 6
There is connecting hole, one end of mobile column 7 runs through connecting hole and extends to the outside of upper beam 5, and the top of mobile column 7 offers installation
Slot is fixedly installed with gag lever post 23 in mounting groove, and active card is equipped with stop collar 24 on gag lever post 23, in mobile connection plate 11,
It can be convenient and connecting plate 11 is limited.
In the present embodiment, slide opening is offered in the top inner wall of connecting hole, and pull rod 25, pull rod are slidably connected in slide opening
25 bottom end extends in mounting hole and is fixedly connected with the top of stop collar 24, is moved easily stop collar 24, is convenient for stop collar
It is realized between 24 and gag lever post 23 and clamps or be disconnected.
In the present embodiment, support ring is fixedly installed in slide opening, fixing sleeve is equipped with terminal pad, and terminal pad position on pull rod 25
In the top of support ring, tripping spring 26 is arranged on pull rod 25, tripping spring 26 is between support ring and terminal pad, braking
The top and bottom end of spring 26 are fixedly connected at the top of the bottom of terminal pad and support ring respectively, are limited stop collar 24
Position, when not moving pull rod 25, can make stop collar 24 and gag lever post 23 is clamping state always.
In the present embodiment, moving tube 27, and two moving tubes 27 are slidably connected in the two sides top inner wall of limiting slot 3
One end close to each other is fixedly installed with clamping plate 30, and two clamping plates 30 are clamped with 4 phase of connecting column, carries out to connecting column 4
When braking, it can be braked in such a way that clamping plate 30 sandwiches connecting column 4.
In the present embodiment, fixture nut 28, and two 28 screw threads of fixture nut are fixedly installed in two moving tubes 27
It is contrary, it is threaded with the same rotation screw rod 29 in two fixture nuts 28, offers through-hole on connecting column 4, rotates
Screw rod 29 runs through through-hole, realizes and is driven to clamping plate 30, close to each other convenient for clamping plate 30 or be located remotely from each other.
In the present embodiment, when in use, rotates two connecting screws 17 simultaneously first, rotated in connecting screw 17
When, two support columns 8 can be made to be rotated, upper beam 5 can be driven to move up at this time, and connecting plate 11 can be in link slot
It is slided in 6, when connecting plate 11 is moved, mobile column 7 can be driven to be moved, vertically moved and complete in upper beam 5
Afterwards, pull rod 25 and mobile bar 22 can be successively discharged at this time, so that it may so that tripping spring 26 and support spring 21 are resetted,
Tripping spring 26 will drive pull rod 25 and move up, and when pull rod 25 moves up, stop collar 24 can be driven to move up, i.e.,
Stop collar 24 can be made to clamp with 23 phase of gag lever post, when support spring 21 is resetted, support rod 20 can be driven upward
Mobile, mobile bar 22 will move up at this time, drive arc racks to move up and be meshed with position limited gear 19, in upper beam
5 when being vertically moved, and connecting column 4 can be driven to carry out longitudinal sliding motion in limiting slot 3, after the completion of connecting column 4 slides, this
When can rotate rotation screw rod 29 so that two fixture nuts 28 are close to each other, two moving tubes 27 can be made mutual with this
It is close, when two moving tubes 27 are close to each other, so that it may it drives two clamping plates 30 close to each other, connecting column 4 is clamped,
Rotary spacing nut 13 later drives Limit screw 14 to be moved, when Limit screw 14 is moved, can drive fixation
Seat 33 is moved, until fixing seat 33 and the other side inner wall of position-limiting tube 15 are mutually clamped, while stop nut 13 and current limliting
Screw rod 14 is locked, it can realization effectively supports movable plank house, while can be in the activity to different height
When board house, the spacing between adjustment upper beam 5 and bottom beam 1 can be convenient, to reach purpose compatible with movable plank house, and utilize
The stability of concrete and the internuncial of the connecting elements in the present invention match, it can realize stronger supportive
Can, therefore can be when being supported to movable plank house, it will be stronger than the performance of traditional steel pipe support, so in reply earthquake
When, there will be stronger stability to movable plank house, therefore movable plank house can be made to obtain good anti-seismic performance, can disappear
Except corresponding security risk.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. the assembled steel expanded metals external wrapping concrete shear force wall structure based on Prefabricated steel construction, including bottom beam (1), feature exists
It is symmetrically fixedly mounted in, the top of the bottom beam (1) there are two limited post (2), offers limit at the top of the limited post (2)
Slot (3), and slidably connected connecting column (4) in limiting slot (3), the top of two connecting columns (4) extends respectively to limited post (2)
Top and be fixedly installed with the same upper beam (5), the side of the upper beam (5) is symmetrically opened up there are two link slot (6), described
It is slidably connected connecting plate (11) in link slot (6), the side of the connecting plate (11) is rotatably connected to connecting shaft, and connecting shaft
One end extend to the outside of upper beam (5) and be fixedly installed with support column (8), the top of the bottom beam (1) is symmetrically fixedly mounted
There are two Mobile base (9), slidably connected U-shaped slide plate (10) on the Mobile base (9), the support column (8), bottom end and U
The top side of type slide plate (10) is rotatablely connected, and the side that two support columns (8) are located remotely from each other is rotatably connected to rotation pipe
(12), one end of the rotation pipe (12) is rotatably connected to stop nut (13), and stop nut (13) internal screw thread is connected with
Limit screw (14), two limited post (2) sides close to each other are fixedly installed with position-limiting tube (15), the position-limiting tube (15)
Side inner wall on slidably connect movable plate (31), the side of the movable plate (31) is fixedly installed with connecting rod (32), institute
It states and is slidably connected on connecting rod (32) fixing seat (33), the other side inner wall activity of the fixing seat (33) and position-limiting tube (15)
It clamps, one end of the Limit screw (14) extends in position-limiting tube (15) and mutually clamps with fixing seat (33).
2. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 1 based on Prefabricated steel construction,
It is characterized in that, is offered shifting chute (16) at the top of the Mobile base (9), the company of rotation on the side inner wall of the shifting chute (16)
It is connected to connecting screw (17), one end of the connecting screw (17) runs through the other side inner wall of shifting chute (16) and extends to movement
The outside of seat (9) is threaded with attaching nut (18) on the connecting screw (17), prolongs at the top of the attaching nut (18)
It extends to the top of Mobile base (9) and is fixedly connected with the bottom of U-shaped slide plate (10).
3. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 2 based on Prefabricated steel construction,
It is characterized in that, offers moving hole in the other side bottom interior wall of the shifting chute (16), and slidably connect shifting in moving hole
Lever (22), one end of the mobile bar (22) extend in shifting chute (16), and the top side of the mobile bar (22) is fixed
Arc racks are installed, fixing sleeve is equipped with position limited gear (19) on the connecting screw (17), and arc racks and position limited gear
(19) it is meshed, support slot is offered in the bottom interior wall of moving hole, and the interior of support slot slidably connects support rod (20), institute
The top for stating support rod (20) extends in moving hole and is fixedly connected with the bottom of mobile bar (22), the support rod (20)
Bottom end is fixedly installed with support spring (21), and the bottom end of the support spring (21) is fixedly connected with the bottom interior wall of support slot.
4. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 1 based on Prefabricated steel construction,
It is characterized in that, the other side of the connecting plate (11) is fixedly installed with mobile column (7), on the side inner wall of the link slot (6)
Connecting hole is offered, one end of the mobile column (7) runs through connecting hole and extends to the outside of upper beam (5), and mobile column (7)
Top offers mounting groove, is fixedly installed in mounting groove gag lever post (23), and active card is equipped with limit on the gag lever post (23)
Ring (24).
5. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 4 based on Prefabricated steel construction,
It is characterized in that, slide opening is offered in the top inner wall of the connecting hole, and slidably connect pull rod (25), the pull rod in slide opening
(25) bottom end extend in mounting hole and be fixedly connected at the top of stop collar (24).
6. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 5 based on Prefabricated steel construction,
It is characterized in that, support ring is fixedly installed in the slide opening, fixing sleeve is equipped with terminal pad, and terminal pad position on the pull rod (25)
Be arranged with tripping spring (26) on the top of support ring, the pull rod (25), the tripping spring (26) be located at support ring and
Between terminal pad, the top and bottom end of the tripping spring (26) are fixed with the bottom of terminal pad and the top of support ring respectively to be connected
It connects.
7. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 1 based on Prefabricated steel construction,
It is characterized in that, is slidably connected moving tube (27) in the two sides top inner wall of the limiting slot (3), and two moving tubes (27)
One end close to each other is fixedly installed with clamping plate (30), and two clamping plates (30) mutually clamp with connecting column (4).
8. the assembled steel expanded metals external wrapping concrete shear force wall structure according to claim 7 based on Prefabricated steel construction,
It is characterized in that, is fixedly installed with fixture nut (28) in two moving tubes (27), and two fixture nut (28) hand of spiral
On the contrary, being threaded with the same rotation screw rod (29) on two fixture nuts (28), offered on the connecting column (4) logical
Hole, the rotation screw rod (29) run through through-hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177176.7A CN109972891B (en) | 2019-03-08 | 2019-03-08 | Prefabricated steel structure-based fabricated steel plate net concrete-encased shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177176.7A CN109972891B (en) | 2019-03-08 | 2019-03-08 | Prefabricated steel structure-based fabricated steel plate net concrete-encased shear wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109972891A true CN109972891A (en) | 2019-07-05 |
| CN109972891B CN109972891B (en) | 2021-05-25 |
Family
ID=67078301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910177176.7A Active CN109972891B (en) | 2019-03-08 | 2019-03-08 | Prefabricated steel structure-based fabricated steel plate net concrete-encased shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109972891B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644647A (en) * | 2019-10-18 | 2020-01-03 | 杨烨 | Prefabricated outer shear wall of assembled |
| CN111502377A (en) * | 2020-05-06 | 2020-08-07 | 黄炳江 | Structure is built to antidetonation room |
| CN111549982A (en) * | 2020-06-02 | 2020-08-18 | 北京鼎翰科技有限公司 | Shear force wall construction light reinforcing bar fixture is built in room |
| CN112095842A (en) * | 2020-09-23 | 2020-12-18 | 温州源铭振跃科技有限公司 | Prefabricated assembled building wall truss structure |
| CN113323477A (en) * | 2021-04-26 | 2021-08-31 | 黄勇 | Assembled reinforced concrete shear force wall |
| CN114961005A (en) * | 2022-01-11 | 2022-08-30 | 滁州职业技术学院 | Steel frame structure supporting device based on anti-seismic performance |
| CN116122502A (en) * | 2023-04-18 | 2023-05-16 | 淄博金京建材有限公司 | Assembled steel structure crossbeam |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09228472A (en) * | 1996-02-28 | 1997-09-02 | Taisei Corp | Vibration-damping brace structure |
| JP2001059359A (en) * | 1999-08-25 | 2001-03-06 | Kayaba Ind Co Ltd | Vibration control device |
| CN101435235A (en) * | 2008-12-19 | 2009-05-20 | 北京工业大学 | Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof |
| CN106013456A (en) * | 2016-06-14 | 2016-10-12 | 湖北利保源绿色建筑股份有限公司 | Height-adjustable steel structure for construction |
| CN206189657U (en) * | 2016-11-15 | 2017-05-24 | 沈阳建筑大学 | Assembled steel sheet net outsourcing concrete shear wall structure based on pre -fabricated steel frame |
| CN106836870A (en) * | 2017-04-13 | 2017-06-13 | 林良香 | Workman's rest device is used in a kind of roadside greening construction |
| CN107338870A (en) * | 2017-08-28 | 2017-11-10 | 北京堡瑞思减震科技有限公司 | A kind of function with the support of Self-resetting armpit can recover steel-frame structure |
| CN109231005A (en) * | 2018-10-30 | 2019-01-18 | 广东南桂起重机械有限公司 | A kind of anti-swing system of automatic crane dynamic of intelligent three-dimensional storage |
-
2019
- 2019-03-08 CN CN201910177176.7A patent/CN109972891B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09228472A (en) * | 1996-02-28 | 1997-09-02 | Taisei Corp | Vibration-damping brace structure |
| JP2001059359A (en) * | 1999-08-25 | 2001-03-06 | Kayaba Ind Co Ltd | Vibration control device |
| CN101435235A (en) * | 2008-12-19 | 2009-05-20 | 北京工业大学 | Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof |
| CN106013456A (en) * | 2016-06-14 | 2016-10-12 | 湖北利保源绿色建筑股份有限公司 | Height-adjustable steel structure for construction |
| CN206189657U (en) * | 2016-11-15 | 2017-05-24 | 沈阳建筑大学 | Assembled steel sheet net outsourcing concrete shear wall structure based on pre -fabricated steel frame |
| CN106836870A (en) * | 2017-04-13 | 2017-06-13 | 林良香 | Workman's rest device is used in a kind of roadside greening construction |
| CN107338870A (en) * | 2017-08-28 | 2017-11-10 | 北京堡瑞思减震科技有限公司 | A kind of function with the support of Self-resetting armpit can recover steel-frame structure |
| CN109231005A (en) * | 2018-10-30 | 2019-01-18 | 广东南桂起重机械有限公司 | A kind of anti-swing system of automatic crane dynamic of intelligent three-dimensional storage |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644647A (en) * | 2019-10-18 | 2020-01-03 | 杨烨 | Prefabricated outer shear wall of assembled |
| CN111502377A (en) * | 2020-05-06 | 2020-08-07 | 黄炳江 | Structure is built to antidetonation room |
| CN111502377B (en) * | 2020-05-06 | 2022-03-25 | 黄炳江 | Structure is built to antidetonation room |
| CN111549982A (en) * | 2020-06-02 | 2020-08-18 | 北京鼎翰科技有限公司 | Shear force wall construction light reinforcing bar fixture is built in room |
| CN112095842A (en) * | 2020-09-23 | 2020-12-18 | 温州源铭振跃科技有限公司 | Prefabricated assembled building wall truss structure |
| CN112095842B (en) * | 2020-09-23 | 2021-12-28 | 鸿志远科技股份有限公司 | Prefabricated assembled building wall truss structure |
| CN113323477A (en) * | 2021-04-26 | 2021-08-31 | 黄勇 | Assembled reinforced concrete shear force wall |
| CN114961005A (en) * | 2022-01-11 | 2022-08-30 | 滁州职业技术学院 | Steel frame structure supporting device based on anti-seismic performance |
| CN116122502A (en) * | 2023-04-18 | 2023-05-16 | 淄博金京建材有限公司 | Assembled steel structure crossbeam |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109972891B (en) | 2021-05-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109972891A (en) | Assembled steel expanded metals external wrapping concrete shear force wall structure based on Prefabricated steel construction | |
| US9551508B2 (en) | Ground mounted solar power assembly | |
| CN207194445U (en) | A kind of civil engineering building template link | |
| CN206874971U (en) | A kind of gate antidetonation suspension and support | |
| US20170167129A1 (en) | Method and apparatus for raising a structure | |
| CN207727947U (en) | A kind of scaffold of architectural engineering | |
| JP2021525053A (en) | Photovoltaic equipment with a swivel and lockable module table | |
| CN108930337A (en) | A kind of steel-structure factory building mounting rack | |
| CN110464393A (en) | A kind of department of general surgery's clinic wound extension fixture | |
| CN109296245A (en) | A kind of friction pendulum sliding architectural vibration-insulation system | |
| CN206071206U (en) | The rotatable cable bearer of single armed | |
| CN209620279U (en) | A kind of component at building settlement seam | |
| CN207919900U (en) | A kind of novel inclined steel pipe concrete column | |
| CN109577637B (en) | Tool type scaffold wall connecting piece | |
| CN108518009B (en) | A kind of movable plank house transformation roof spanning equipment | |
| CN215564886U (en) | Metal flagpole with anti-tilt safety structure | |
| CN112095842B (en) | Prefabricated assembled building wall truss structure | |
| CN209330020U (en) | A kind of adjustable-angle solar energy photovoltaic panel | |
| CN208792789U (en) | A kind of bracket for steel reinforcement cage binding | |
| CN208202651U (en) | A kind of construction house beam support device | |
| CN204574800U (en) | The combined heat-treatment furnace column of lattice | |
| CN112196125A (en) | Fixed connection mechanism for building steel structure | |
| CN208633581U (en) | A kind of supporting apparatus for building safety construction | |
| CN219298858U (en) | Building structure design floor beam reinforced structure | |
| CN220486906U (en) | Steel structure beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |