CN111456473A - Assembled building wall body antidetonation strutting arrangement - Google Patents
Assembled building wall body antidetonation strutting arrangement Download PDFInfo
- Publication number
- CN111456473A CN111456473A CN202010272319.5A CN202010272319A CN111456473A CN 111456473 A CN111456473 A CN 111456473A CN 202010272319 A CN202010272319 A CN 202010272319A CN 111456473 A CN111456473 A CN 111456473A
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- plate
- fixedly connected
- building wall
- plates
- wall body
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- 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
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- 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
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
Abstract
The invention relates to the field of fabricated buildings, in particular to an anti-seismic support device for a fabricated building wall, which comprises a hollow seat, a telescopic plate, a pressing plate, anti-slip edges, a spring rod and round baffles. The left and right sides of hollow seat all is provided with the expansion plate, and the outer end of two expansion plates all has the spring beam at the front and back side on sliding connection, the equal fixedly connected with circle separation blade of front end of two spring beams, the equal fixedly connected with clamp plate in rear end of two spring beams, and the rear side of two clamp plates all is from last to being provided with a plurality of anti-skidding arriss down, has all cup jointed two compression spring I on two spring beams, and two compression spring I on the same spring beam are located the front and back both sides of corresponding expansion plate respectively.
Description
Technical Field
The invention relates to the field of fabricated buildings, in particular to an anti-seismic support device for a fabricated building wall.
Background
Application number is CN201821109178.X discloses a construction can shock-resistant support frame, this utility model provides a construction can shock-resistant support frame, including braced frame, horizontal pole, vertical horizontal pole, diagonal web member and backing plate, braced frame is four pole settings, fixed connection is provided with the horizontal pole of a plurality of between braced frame is horizontal, braced frame is vertical fixed connection be provided with the vertical horizontal pole of a plurality of between, fixed connection is provided with a plurality of diagonal web member between the horizontal pole of braced frame and middle part position, braced frame bottom fixedly connected with backing plate, control the little horizontal pole of fixedly connected with between two diagonal web members, little horizontal pole is provided with a plurality of. The device is through the stem that undertakes the pressure that receives in the braced frame, and sleeve and the buckling of packing concrete restraint stem pressurized, the attenuator provides the movement resistance, and the shock pad plays the dispersion effect to reach shock-resistant effect, stable in structure and safety, hysteresis excellent performance have extensive practicality. However, this patent is not suitable for supporting prefabricated building walls.
Disclosure of Invention
The invention provides an anti-seismic support device for an assembly type building wall, which has the beneficial effect that the anti-seismic support device can support the assembly type building wall.
The invention relates to the field of fabricated buildings, in particular to an anti-seismic support device for a fabricated building wall, which comprises a hollow seat, a telescopic plate, a pressing plate, anti-slip edges, a spring rod and round baffles.
The left and right sides of hollow seat all is provided with the expansion plate, and the outer end of two expansion plates all has the spring beam at the front and back side on sliding connection, the equal fixedly connected with circle separation blade of front end of two spring beams, the equal fixedly connected with clamp plate in rear end of two spring beams, and the rear side of two clamp plates all is from last to being provided with a plurality of anti-skidding arriss down, has all cup jointed two compression spring I on two spring beams, and two compression spring I on the same spring beam are located the front and back both sides of corresponding expansion plate respectively.
Assembled building wall body antidetonation strutting arrangement still includes the strake, two screw rods, keep off ring I and well convex seat, the left and right sides at hollow seat is connected to two expansion plates through sliding connection's mode, the equal fixedly connected with strake of the outer end of two expansion plates, convex seat in the middle part fixedly connected with of hollow seat, the middle part of two screw rods is rotated and is connected on well convex seat, two fender ring I of middle part fixedly connected with of two screw rods, two keep off the left and right sides that ring I is located well convex seat respectively, the screw thread of two parts is opposite about two screw rods, both ends cooperate through screw thread and two strakes respectively about two screw rods.
Assembled building wall body antidetonation strutting arrangement still includes preceding piece, inserts post, attaching plate and nut, and the upper portion of two clamp plates all is provided with preceding piece, and two of the equal fixedly connected with in rear side of two preceding pieces insert the post, and two on the same preceding piece are inserted and are pegged graft between the post and have attaching plate, and four rear ends of inserting the post all have the nut through threaded connection.
Assembled building wall body antidetonation strutting arrangement still includes the T-shaped piece, the horizontal plate seat, support the swivel mount, keep off ring II, spout and adjusting screw I, the lower part of two preceding pieces all is provided with the T-shaped piece, the equal fixedly connected with horizontal plate seat in upper portion of two clamp plates, the upside of two horizontal plate seats all is provided with the spout of left right direction, two T-shaped pieces are sliding connection respectively on two spouts, the equal fixedly connected with in the outside of two horizontal plate seats supports the swivel mount, it is connected with adjusting screw I all to rotate on two support swivel mounts, two fender ring II of the equal fixedly connected with in outer end of two adjusting screw I, two fender ring II on the same adjusting screw I are located the corresponding left and right sides that supports the swivel mount respectively, two adjusting screw I cooperate with two preceding pieces respectively through the screw thread.
The assembled building wall anti-seismic support device further comprises a threaded rod, convex plates and an internal thread cylinder, the convex plates are fixedly connected to the rear sides of the two attaching plates, the left end and the right end of the threaded rod are respectively inserted and penetrate through the two convex plates, and the threaded rods on the left side and the right side of the two convex plates are connected with the internal thread cylinder through threads.
Assembled building wall body antidetonation strutting arrangement still includes the L shaped plate, the front end plate, preceding back post, the sliding sleeve, lift the pole to one side, the horizontal axis pole, lower flange and ejector screw, the equal fixedly connected with L shaped plate in the front side upper portion of two preceding pieces, the opening of two L shaped plates is all downwards, the preceding back post of the equal fixedly connected with in front side of hollow seat, the front end plate of the preceding front side fixedly connected with of back post, there is the ejector screw through threaded connection on the front end plate, sliding connection has the sliding sleeve on the preceding back post, the lower flange of downside fixedly connected with of sliding sleeve, the rear end top of ejector screw is in the front side of flange down, the upper end of sliding sleeve articulates and is connected with the pole of lifting to one side, the middle part fixed connection of horizontal axis pole lifts the upper end of pole to one side, the horizontal axis pole transversely sets up, both ends are inserted respectively.
Assembled building wall body antidetonation strutting arrangement still includes the rectangular hole, the torsion board, the axle changes the board, the axis, keep off ring II, remove the base, support and horizontal cylinder, remove the equal fixedly connected with support in both ends about the base, the horizontal cylinder of fixedly connected with between the upper end of two supports, compression spring II has all been cup jointed at both ends about horizontal cylinder, the upside center fixedly connected with axis of removing the base, the lower extreme fixedly connected with axle of front end plate changes the board, the axle changes the board and rotates to be connected at epaxially, epaxial fixedly connected with keeps off ring II, it is located the upside that the board is changeed to the fender ring II, the rear side fixedly connected with torsion board of front end plate, be provided with the rectangular hole on the torsion board, horizontal cylinder passes the rectangular hole, two compression spring II are located the left and right sides of torsion board respectively.
The assembled building wall anti-seismic support device further comprises adjusting screws II, the two supports are connected with the adjusting screws II through threads, the two adjusting screws II are transversely arranged, and the inner ends of the two adjusting screws II point to the left side and the right side of the torsion plate respectively.
The assembled building wall anti-seismic support device further comprises a base plate, trapezoidal slide rails and fastening screws, the upper side of the base plate is fixedly connected with the trapezoidal slide rails in the front-back direction, the movable base is connected to the two trapezoidal slide rails in the front-back direction in a sliding mode, the left end and the right end of the movable base are connected with the fastening screws through threads, and the two fastening screws respectively prop against the two trapezoidal slide rails.
And foundation bolts are arranged at four corners of the base plate.
The assembled building wall anti-seismic support device has the beneficial effects that:
the invention relates to an anti-seismic support device for an assembly type building wall, which can support the assembly type building wall. Leaning on two clamp plates on the assembly type building wall body, a plurality of anti-skidding arris and wall body contact on the clamp plate, increase the frictional force between clamp plate and the wall body, avoid skidding, two spring levers can slide around on two expansion plates respectively, when the relative expansion plate of spring lever slides around, can compress one of them compression spring I, two clamp plates have played the effect of support to the wall body, prevent that the wall body from empting, and can drive two clamp plate vibrations when the wall body receives vibrations, drive two spring levers respectively two relative expansion plates and slide when two clamp plate vibrations, at this moment compression spring I on the spring lever can be to vibrations carrying out the shock attenuation.
Drawings
The invention is described in further detail below with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic view of the overall structure of an earthquake-resistant supporting device for an assembly type building wall according to the present invention;
FIG. 2 is a schematic view of the overall structure of an earthquake-resistant supporting device for an assembly type building wall according to the present invention;
FIG. 3 is a first block diagram;
FIG. 4 is a second block diagram;
FIG. 5 is a first schematic structural view of the hollow seat and the pressure plate;
FIG. 6 is a second schematic structural view of the hollow seat and the pressing plate;
FIG. 7 is a first schematic structural view of the front plate;
FIG. 8 is a second schematic structural view of the front plate;
figure 9 is a schematic structural view of the base plate.
In the figure, the front block 1, the T-shaped block 101, the L-shaped plate 102, the insert column 103, the attachment plate 104, the threaded rod 105, the convex plate 106, the internal thread cylinder 107, the nut 108, the hollow seat 2, the telescopic plate 201, the edge strip 202, the double-thread threaded rod 203, the baffle ring I204, the middle convex seat 205, the pressure plate 3, the anti-slip rib 301, the transverse plate seat 302, the support rotary seat 303, the baffle ring II304, the sliding groove 305, the adjusting screw I306, the spring rod 307, the round baffle plate 308, the front end plate 4, the front and rear columns 401, the sliding sleeve 402, the oblique lifting rod 403, the transverse shaft 404, the lower convex plate 405, the rectangular hole 406, the torsion force plate 407, the shaft rotary plate 408, the top screw 409, the base plate 5, the middle shaft 501, the baffle ring II502, the trapezoid sliding rail 503, the movable base 504, the fastening screw 505.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements 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. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
The first embodiment is as follows:
the present invention is described below with reference to fig. 1 to 9, and relates to the field of assembly type buildings, and more specifically to an anti-seismic support device for an assembly type building wall, which includes a hollow base 2, an expansion plate 201, a pressing plate 3, an anti-slip edge 301, a spring rod 307, and a circular baffle 308.
The left and right sides of hollow seat 2 all is provided with expansion plate 201, the outer end of two expansion plates 201 all has spring beam 307 in the front on the rear direction sliding connection, the equal fixedly connected with circle separation blade 308 in front end of two spring beams 307, the equal fixedly connected with clamp plate 3 in rear end of two spring beams 307, the rear side of two clamp plates 3 all is from last to being provided with a plurality of anti-skidding arriss 301 down, all cup jointed two compression spring I on two spring beams 307, two compression spring I on the same spring beam 307 are located corresponding expansion plate 201's front and back both sides respectively. During the use, lean on two clamp plates 3 on the assembled building wall, a plurality of anti-skidding arris 301 and wall body contact on the clamp plate 3, increase the frictional force between clamp plate 3 and the wall body, avoid skidding, two spring beam 307 can slide around on two expansion plates 201 respectively, when the relative expansion plate 201 of spring beam 307 slides around, can compress one of them compression spring I, two clamp plates 3 have played the effect of support to the wall body, prevent that the wall body from empting, and can drive two clamp plates 3 vibrations when the wall body receives vibrations, it slides two expansion plates 201 respectively to drive two spring beam 307 during two clamp plates 3 vibrations, at this moment compression spring I on the spring beam 307 can carry out the shock attenuation to vibrations.
The second embodiment is as follows:
the embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting device further includes an edge strip 202, a double-threaded screw rod 203, a baffle ring I204 and a middle convex base 205, the two expansion plates 201 are connected to the left and right sides of the hollow base 2 in a sliding connection manner, the outer ends of the two expansion plates 201 are fixedly connected with the edge strip 202, the middle of the hollow base 2 is fixedly connected with the middle convex base 205, the middle of the double-threaded screw rod 203 is rotatably connected to the middle convex base 205, the middle of the double-threaded screw rod 203 is fixedly connected with the two baffle rings I204, the two baffle rings I204 are respectively located on the left and right sides of the middle convex base 205, the thread directions of the left and right parts of the double-threaded screw rod 203 are opposite, and the left and right ends of the double-threaded screw. When the double-thread screw 203 rotates by taking the axis of the screw as a shaft, the two edgings 202 can be driven to be close to or far away from each other, so that the two expansion plates 201 and the two spring rods 307 are driven to be close to or far away from each other, finally the two pressing plates 3 are driven to be close to or far away from each other, the distance between the two pressing plates 3 is adjusted, and therefore the distance between the two pressing plates 3 can be adjusted to adapt to different wall bodies, and different use conditions are met.
The third concrete implementation mode:
the embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting device further includes a front block 1, inserting columns 103, a joint plate 104 and nuts 108, the front block 1 is disposed on the upper portions of the two pressing plates 3, two inserting columns 103 are fixedly connected to the rear sides of the two front blocks 1, the joint plate 104 is inserted between the two inserting columns 103 on the same front block 1, and the nuts 108 are connected to the rear ends of the four inserting columns 103 through threads. When the assembled building wall is used, the two front blocks 1 need to be pressed on the outer side of the wall, the inserting columns 103 on the two front blocks 1 are inserted into the assembled building wall, the four inserting columns 103 penetrate out of the other side of the wall, the two attaching plates 104 are pressed on the other side of the wall, the four nuts 108 are rotated to enable the two attaching plates 104 to be pressed on the wall, the two front blocks 1, the two pressing plates 3 and the wall are connected into a whole, the supporting effect of the assembled building wall is further improved, and the vibration on the wall can be effectively transmitted to the compression spring I.
The fourth concrete implementation mode:
referring to fig. 1-9, the present embodiment is described, the fabricated building wall earthquake-proof supporting device further includes a T-shaped block 101, a cross plate base 302, a supporting swivel base 303, keep off ring II304, spout 305 and adjusting screw I306, the lower part of two preceding pieces 1 all is provided with T-shaped piece 101, the equal fixedly connected with horizontal plate seat 302 in upper portion of two clamp plates 3, the upside of two horizontal plate seats 302 all is provided with the spout 305 of left right direction, two T-shaped piece 101 difference sliding connection are on two spouts 305, the equal fixedly connected with in outside of two horizontal plate seats 302 supports swivel mount 303, it is connected with adjusting screw I306 all to rotate on two support swivel mount 303, two equal fixedly connected with of outer end of two adjusting screw I306 keep off ring II304, two on the same adjusting screw I306 keep off ring II304 and are located the corresponding left and right sides that supports swivel mount 303 respectively, two adjusting screw I306 cooperate with two preceding pieces 1 respectively through the screw thread. Two preceding pieces 1 all can be through the T-shaped piece 101 of its lower part respectively on two spouts 305 horizontal slip, further adjust two left and right positions of preceding piece 1 for two insert post 103 on preceding piece 1 can insert the both sides at the wall body as far as, carry out the whole support on a large scale to the wall body. Turning the adjusting screw I306 can drive the two front blocks 1 to slide left and right.
The fifth concrete implementation mode:
the present embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting device further includes a threaded rod 105, protruding plates 106, and an internal thread cylinder 107, the protruding plates 106 are fixedly connected to the rear sides of the two attaching plates 104, the left and right ends of the threaded rod 105 are respectively inserted into and penetrate through the two protruding plates 106, and the internal thread cylinder 107 is connected to the threaded rod 105 on the left and right sides of the two protruding plates 106 through threads. The threaded rod 105 is connected between the two attachment plates 104, and when the distance between the two attachment plates 104 changes, the distance between the two attachment plates 104 can be adjusted by rotating the relative positions of the four internally threaded cylinders 107 and the threaded rod 105. The threaded rod 105 can pull the two attachment plates 104, so that the bonding degree between the two attachment plates 104 is improved, and the wall body is more stable in supporting.
The sixth specific implementation mode:
the present embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting apparatus further includes a L-shaped plate 102, a front end plate 4, a front and rear column 401, a sliding sleeve 402, an inclined lifting rod 403, a horizontal shaft rod 404, a lower convex plate 405 and a top screw 409, upper portions of front sides of two front blocks 1 are fixedly connected with a L-shaped plate 102, openings of two L-shaped plates 102 are downward, front sides of hollow seats 2 are fixedly connected with the front and rear columns 401, front sides of the front and rear columns 401 are fixedly connected with the front end plate 4, a top screw 409 is screwed on the front end plate 4, the sliding sleeve 402 is slidably connected on the front and rear columns 401, a lower convex plate 405 is fixedly connected to a lower side of the sliding sleeve 402, a rear end of the top screw 409 abuts against a front side of the lower convex plate 405, an upper end of the sliding sleeve 402 is hinged to an inclined lifting rod 403, a middle portion of the horizontal shaft rod 404 is fixedly connected to an upper end of the inclined lifting rod 403, the horizontal shaft rod 404 is transversely disposed, left and right ends of the horizontal shaft 404 are respectively inserted into two L-side plates 102, the sliding sleeve 402 can slide forward and the front and back on the front and rear column, the inclined lifting rod can push the top lifting rod 404 and the two lifting rod 404 and the upper lifting rod 404 can push the upper lifting rod 404 and rear lifting rod 404 and lower side of the wall to provide an upward force to push the inclined lifting rod to the wall, thereby to push the two lifting rod 404, the front lifting rod 404, the two.
The seventh embodiment:
referring to fig. 1-9, the earthquake-resistant supporting device for the prefabricated building wall further comprises a rectangular hole 406, a torsion plate 407, a pivoting plate 408, a middle shaft 501, stop collar II502, remove base 504, support 507 and horizontal cylinder 508, remove the equal fixedly connected with support 507 in both ends about base 504, fixedly connected with horizontal cylinder 508 between the upper end of two supports 507, the both ends all cup jointed compression spring II about horizontal cylinder 508, the upside center fixedly connected with axis 501 of removing base 504, the lower extreme fixedly connected with axle commentaries on classics board 408 of front end plate 4, axle commentaries on classics board 408 rotates and connects on axis 501, fixedly connected with stop collar II502 on axis 501, stop collar II502 is located the upside of axle commentaries on classics board 408, the rear side fixedly connected with torsion force board 407 of front end plate 4, be provided with rectangular hole 406 on the torsion force board 407, horizontal cylinder 508 passes rectangular hole 406, two compression spring II are located the left and right sides of torsion force board 407 respectively. The front end plate 4 can rotate on the middle shaft 501 by using the axis of the middle shaft 501 as an axis through the rotating shaft plate 408, and further the hollow seat 2 can also rotate by using the axis of the middle shaft 501 as an axis, so that the two front blocks 1 and the two pressing plates 3 can both rotate by using the axis of the middle shaft 501 as an axis, when the front end plate 4 rotates by using the axis of the middle shaft 501 as an axis, the torsion force plate 407 can also rotate by using the axis of the middle shaft 501 as an axis, at this time, the torsion force plate 407 moves relative to the transverse cylinder 508 to compress one of the compression springs II on the transverse cylinder 508, and when the wall body is subjected to vibration and torsion, the two front blocks 1 and the two pressing plates 3 are driven to rotate by using the axis of the middle shaft 501 as an axis, and the torsion force plate 407 rotates by using the axis of the middle shaft 501 as an axis, and the two compression springs II can.
The specific implementation mode is eight:
the embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting device further includes adjusting screws II506, the two brackets 507 are both connected with the adjusting screws II506 through threads, the two adjusting screws II506 are both transversely disposed, and inner ends of the two adjusting screws II506 respectively point to left and right sides of the torsion plate 407. Two adjusting screws II506 can be pressed against the left and right sides of the torsional force plate 407, and then a single torsional force can be applied to the torsional force plate 407 by rotating one adjusting screw II506 against one side of the torsional force plate 407, and when the wall body is easily subjected to a single torsional vibration, the single torsional vibration can be counteracted.
The specific implementation method nine:
the present embodiment is described below with reference to fig. 1 to 9, the fabricated building wall earthquake-resistant supporting device further includes a base plate 5, trapezoidal slide rails 503 and fastening screws 505, the upper side of the base plate 5 is fixedly connected with the two trapezoidal slide rails 503 in the front-back direction, the movable base 504 is slidably connected to the two trapezoidal slide rails 503 in the front-back direction, the fastening screws 505 are connected to both left and right ends of the movable base 504 through threads, and the two fastening screws 505 respectively abut against the two trapezoidal slide rails 503. The movable base 504 can move back and forth relative to the base plate 5, and the position of the movable base 504 can be fixed by turning the two fastening screws 505. The front and back positions of the movable base 504 can be adjusted to adjust the compression condition of the compression springs I on the two spring rods 307, so as to set a pre-pressure on the outer side of the wall body, and when the wall body is in an inclined state, the pre-pressure is applied to the inclined wall body which is easy to topple over, so that the inclined wall body which is easy to topple over is further prevented from toppling over.
The detailed implementation mode is ten:
in the following, referring to fig. 1 to 9, the foundation bolts are provided at four corners of the foundation plate 5. The foundation bolts are used to firmly fix the foundation plate 5 on the ground, thereby effectively supporting the wall body.
The working principle of the invention is that when in use, two pressure plates 3 are abutted against an assembly building wall, a plurality of anti-slip ribs 301 on the pressure plates 3 are in contact with the wall, increasing the friction force between the pressure plates 3 and the wall, avoiding slipping, two spring rods 307 can respectively slide back and forth on two expansion plates 201, when the spring rods 307 slide back and forth relative to the expansion plates 201, one of the compression springs I can be compressed, when the two pressure plates 3 support the wall, preventing the wall from toppling, and the wall is vibrated by driving two pressure plates 3, when the wall is vibrated, the two pressure plates 3 drive the two spring rods 307 to respectively slide relative to the two expansion plates 201, when the two pressure plates 3 are rotated with the axis of the screw rod 203 as a pivot, the two side strips 202 can be driven to approach or move away, thereby driving the two expansion plates 201 and the two spring rods 307 to approach or move away, finally, the two pressure plates 3 to adjust the distance between the two pressure plates 3, thereby adjusting the distance between the two pressure plates 3, when facing different wall, the axis of the two pressure plates 3 can be adjusted, and the wall is rotated with the axis of the wall, and the bottom of the bottom plate 1, the bottom plate of the wall can be adjusted with the bottom plate of the wall, and the bottom plate of the wall can be adjusted with the bottom plate of the wall, when the wall is rotated, the bottom plate of the bottom plate can be adjusted with the bottom plate 500, the bottom plate of the wall is adjusted with the bottom plate of the wall can be adjusted with the bottom plate of the wall, the bottom plate of the bottom plate 500, the bottom plate of the wall can be adjusted with the bottom plate 500, the wall, the bottom plate 500, when the bottom plate of the wall can be adjusted with the bottom plate 500, the bottom plate of the bottom plate 500, the bottom plate of the wall can be adjusted with the bottom plate 500, the bottom plate of the bottom plate 500, the bottom plate of the wall can be adjusted with the bottom plate of the bottom plate 500, the bottom plate of the bottom plate 500, the wall, the bottom plate of the wall.
It is to be understood that the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and that various changes, modifications, additions and substitutions which are within the spirit and scope of the present invention and which may be made by those skilled in the art are also within the scope of the present invention.
Claims (10)
1. The utility model provides an assembled building wall antidetonation strutting arrangement, includes hollow seat (2), expansion plate (201), clamp plate (3), anti-skidding arris (301), spring beam (307) and circle fender piece (308), its characterized in that: the left and right sides of hollow seat (2) all is provided with expansion plate (201), the outer end of two expansion plates (201) all has spring beam (307) in the front rear direction sliding connection, the equal fixedly connected with circle separation blade (308) of front end of two spring beam (307), the equal fixedly connected with clamp plate (3) of rear end of two spring beam (307), the rear side of two clamp plate (3) all is from last to being provided with a plurality of anti-skidding arriss (301) down, all cup jointed two compression spring I on two spring beam (307), two compression spring I on same spring beam (307) are located the front and back both sides of corresponding expansion plate (201) respectively.
2. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 1, wherein: assembled building wall body antidetonation strutting arrangement still includes strake (202), double thread screw rod (203), keep off ring I (204) and well convex seat (205), the left and right sides at hollow seat (2) is connected through sliding connection's mode in two expansion plates (201), the equal fixedly connected with strake (202) in outer end of two expansion plates (201), convex seat (205) in the middle part fixedly connected with of hollow seat (2), the middle part of double thread screw rod (203) is rotated and is connected on well convex seat (205), two fender rings I (204) of middle part fixedly connected with of double thread screw rod (203), two keep off the left and right sides that ring I (204) are located well convex seat (205) respectively, the screw thread direction of two parts is opposite about double thread screw rod (203), both ends cooperate with two strakes (202) through the screw thread respectively about double thread screw rod (203).
3. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 2, wherein: assembled building wall antidetonation strutting arrangement still includes preceding piece (1), inserts post (103), attaching plate (104) and nut (108), and the upper portion of two clamp plates (3) all is provided with preceding piece (1), and two equal fixedly connected with of rear side of two preceding pieces (1) insert post (103), and two on same preceding piece (1) are inserted and are pegged graft between post (103) and have attaching plate (104), and four rear ends of inserting post (103) all have nut (108) through threaded connection.
4. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 3, wherein: the fabricated building wall anti-seismic support device further comprises T-shaped blocks (101), transverse plate seats (302), support rotating seats (303), baffle rings II (304), sliding grooves (305) and adjusting screws I (306), the T-shaped blocks (101) are arranged at the lower parts of the two front blocks (1), the transverse plate seats (302) are fixedly connected to the upper parts of the two pressing plates (3), the sliding grooves (305) in the left and right directions are arranged at the upper sides of the two transverse plate seats (302), the two T-shaped blocks (101) are respectively connected to the two sliding grooves (305) in a sliding manner, the support rotating seats (303) are respectively and fixedly connected to the outer sides of the two transverse plate seats (302), the adjusting screws I (306) are respectively and rotatably connected to the two support rotating seats (303), the outer ends of the two adjusting screws I (306) are respectively and fixedly connected to the two baffle rings II (304), the two baffle rings II (304) on the same adjusting screw I (306) are respectively positioned at the, the two adjusting screws I (306) are respectively matched with the two front blocks (1) through threads.
5. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 4, wherein: the fabricated building wall earthquake-resistant supporting device further comprises a threaded rod (105), convex plates (106) and an internal thread cylinder (107), the convex plates (106) are fixedly connected to the rear sides of the two attaching plates (104), the left end and the right end of the threaded rod (105) are respectively connected in an inserting mode and penetrate through the two convex plates (106), and the internal thread cylinder (107) is connected to the threaded rod (105) of the left side and the right side of the two convex plates (106) through threads.
6. The fabricated building wall anti-seismic support device as claimed in claim 5, further comprising L shaped plates (102), a front end plate (4), a front and rear column (401), a sliding sleeve (402), an inclined lifting rod (403), a cross shaft rod (404), a lower convex plate (405) and a top screw (409), wherein the upper parts of the front sides of the two front blocks (1) are fixedly connected with L shaped plates (102), the openings of the two L shaped plates (102) are downward, the front side of the hollow seat (2) is fixedly connected with the front and rear column (401), the front side of the front and rear column (401) is fixedly connected with the front end plate (4), the top screw (409) is connected onto the front end plate (4) through a thread, the sliding sleeve (402) is slidably connected onto the front side of the front and rear column (401), the lower side of the sliding sleeve (402) is fixedly connected with the lower convex plate (405), the rear end of the top screw (409) is supported onto the front side of the lower convex plate (405), the upper end of the sliding sleeve (402) is hinged with the lifting rod (403), the upper ends of the two transverse lifting rod (403) are respectively inserted into the upper ends of the left and right ends (L) of the two transverse lifting rod (102).
7. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 6, wherein: the fabricated building wall anti-seismic support device further comprises a rectangular hole (406), a torsional force plate (407), a shaft rotating plate (408), a middle shaft (501), a baffle ring II (502), a movable base (504), supports (507) and transverse cylinders (508), wherein the supports (507) are fixedly connected to the left end and the right end of the movable base (504), the transverse cylinders (508) are fixedly connected between the upper ends of the two supports (507), the compression springs II are sleeved at the left end and the right end of each transverse cylinder (508), the middle shaft (501) is fixedly connected to the center of the upper side of the movable base (504), the shaft rotating plate (408) is fixedly connected to the lower end of the front end plate (4), the shaft rotating plate (408) is rotatably connected to the middle shaft (501), the baffle ring II (502) is fixedly connected to the middle shaft (501), the baffle ring II (502) is positioned on the upper side of the shaft rotating plate (408), the torsional force plate (407) is fixedly connected to the rear, the torsion force plate (407) is provided with a rectangular hole (406), the transverse cylinder (508) penetrates through the rectangular hole (406), and the two compression springs II are respectively positioned on the left side and the right side of the torsion force plate (407).
8. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 7, wherein: assembled building wall antidetonation strutting arrangement still includes adjusting screw II (506), all has adjusting screw II (506) through threaded connection on two supports (507), and two adjusting screw II (506) are all horizontal to be set up, and the left and right sides of directional torsion board (407) respectively are in the inner of two adjusting screw II (506).
9. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 8, wherein: the assembled building wall anti-seismic support device further comprises a base plate (5), trapezoidal slide rails (503) and fastening screws (505), the upper side of the base plate (5) is fixedly connected with the trapezoidal slide rails (503) in the front-back direction, the movable base (504) is connected onto the two trapezoidal slide rails (503) in the front-back direction in a sliding mode, the left end and the right end of the movable base (504) are connected with the fastening screws (505) through threads, and the two fastening screws (505) are respectively supported on the two trapezoidal slide rails (503).
10. An earthquake-resistant supporting device for an assembly type building wall body as claimed in claim 9, wherein: and foundation bolts are arranged at four corners of the base plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010272319.5A CN111456473A (en) | 2020-04-09 | 2020-04-09 | Assembled building wall body antidetonation strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010272319.5A CN111456473A (en) | 2020-04-09 | 2020-04-09 | Assembled building wall body antidetonation strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111456473A true CN111456473A (en) | 2020-07-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010272319.5A Withdrawn CN111456473A (en) | 2020-04-09 | 2020-04-09 | Assembled building wall body antidetonation strutting arrangement |
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| Country | Link |
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| CN (1) | CN111456473A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282088A (en) * | 2020-10-21 | 2021-01-29 | 石月(天津)云科技有限公司 | Elastic heat-insulation composite board and manufacturing system and manufacturing method thereof |
| CN112343393A (en) * | 2020-10-21 | 2021-02-09 | 北京工业大学 | Amplification type negative stiffness friction damping wall |
| CN112411782A (en) * | 2020-10-21 | 2021-02-26 | 北京工业大学 | Balance weight lever type negative stiffness friction damper |
| CN112593712A (en) * | 2020-12-17 | 2021-04-02 | 安徽省佳业集成房屋科技发展有限公司 | Supporting device for mounting assembled integrated wallboard |
-
2020
- 2020-04-09 CN CN202010272319.5A patent/CN111456473A/en not_active Withdrawn
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282088A (en) * | 2020-10-21 | 2021-01-29 | 石月(天津)云科技有限公司 | Elastic heat-insulation composite board and manufacturing system and manufacturing method thereof |
| CN112343393A (en) * | 2020-10-21 | 2021-02-09 | 北京工业大学 | Amplification type negative stiffness friction damping wall |
| CN112411782A (en) * | 2020-10-21 | 2021-02-26 | 北京工业大学 | Balance weight lever type negative stiffness friction damper |
| CN112343393B (en) * | 2020-10-21 | 2021-10-26 | 北京工业大学 | Amplification type negative stiffness friction damping wall |
| CN112411782B (en) * | 2020-10-21 | 2021-10-26 | 北京工业大学 | Balance weight lever type negative stiffness friction damper |
| CN112593712A (en) * | 2020-12-17 | 2021-04-02 | 安徽省佳业集成房屋科技发展有限公司 | Supporting device for mounting assembled integrated wallboard |
| CN112593712B (en) * | 2020-12-17 | 2022-04-01 | 安徽省佳业集成房屋科技发展有限公司 | Supporting device for mounting assembled integrated wallboard |
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Application publication date: 20200728 |