CN115450357B - A integrated configuration board for assembled building - Google Patents
A integrated configuration board for assembled building Download PDFInfo
- Publication number
- CN115450357B CN115450357B CN202210989234.8A CN202210989234A CN115450357B CN 115450357 B CN115450357 B CN 115450357B CN 202210989234 A CN202210989234 A CN 202210989234A CN 115450357 B CN115450357 B CN 115450357B
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- CN
- China
- Prior art keywords
- corrugated steel
- sliding
- push rod
- steel plates
- stud
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 74
- 239000010959 steel Substances 0.000 claims abstract description 74
- 239000002131 composite material Substances 0.000 claims description 14
- 230000008878 coupling Effects 0.000 claims description 11
- 238000010168 coupling process Methods 0.000 claims description 11
- 238000005859 coupling reaction Methods 0.000 claims description 11
- 239000004567 concrete Substances 0.000 abstract description 19
- 238000010276 construction Methods 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a combined structural plate for an assembled building, which comprises corrugated steel plates, wherein the side surfaces of 2 corrugated steel plates are fixedly connected through steel plates, through holes are formed in the concave surfaces of 2 corrugated steel plates, stud bolts penetrate through the through holes in a sliding mode, locking nuts are arranged on rod bodies of the stud bolts, annular grooves are formed in the rod bodies at two ends of the stud bolts, annular rubber sheets are fixedly connected to one ends, close to the middle parts of the stud bolts, of the annular grooves, and the inner walls of the annular rubber sheets are in sliding fit with the inner walls of the corrugated steel plates. The lock nut is attached to the concave surface of the corrugated steel plate, the lock nut extrudes and pushes the corrugated steel plates on two sides to be close to each other, the outer ring side wall of the through hole extrudes and pushes the outer wall of the annular rubber sheet, the annular rubber sheet is pushed to be bent and unfolded towards the outer ring, the through hole is sealed and blocked, and when concrete is poured between the corrugated steel plates on two sides, the annular rubber sheet is extruded by the concrete, so that the annular rubber sheet is tightly attached to the inner wall of the corrugated steel plate, and the probability of leakage of the concrete from the inside of the through hole is blocked.
Description
Technical Field
The invention relates to a combined structural board for an assembled building, and belongs to the technical field of municipal building.
Background
The assembled building is formed by prefabricated building structures such as floor slabs and wallboards in the traditional building in a factory, and then transporting the prefabricated building structures to a construction site for assembly and installation; the combined structural plate system is characterized in that two layers of corrugated steel plates are fixedly installed through bolts, are spliced and installed after being transported to a construction site, and are filled with concrete to manufacture building wallboards.
One chinese patent with publication number CN103437465a discloses a double-deck corrugated steel plate composite structure partition wall, including a corrugated steel plate (1), B corrugated steel plate (2), a corrugated steel plate (1) inboard is equipped with a connector (11), B corrugated steel plate (2) inboard is equipped with B connector (21), a connector (11) and B connector (21) direct connection or be connected through connecting device (3), set up reinforced concrete (4) between a corrugated steel plate (1), B corrugated steel plate (2). According to the invention, the connectors are respectively arranged on the two steel plates, the two steel plates are directly or indirectly connected through the connectors, the two steel plates are connected without punching holes on the steel plates, and meanwhile, the distance between the two steel plates can be ensured after the connectors are connected, so that the two steel plates are prevented from translating left and right.
The fixing mode of double-deck corrugated steel plate mainly punches on the corrugated steel plate and carries out fixed mounting through the bolt, and the diameter of hole needs to be greater than the cross-section diameter of bolt just can be convenient for install, but the gap between hole and the bolt causes the problem that concrete to take place to leak thick liquid easily, and the integrated configuration partition wall in above-mentioned patent is although avoided the problem that concrete leaks thick liquid to take place, but unable control distance between the double-deck corrugated steel plate, simultaneously, has increased the degree of difficulty of installation outer wall.
Disclosure of Invention
The invention aims to provide a combined structural board for an assembled building. Is used for solving the technical problems existing in the prior art.
The technical scheme of the invention is as follows: the utility model provides a integrated configuration board for assembled building, including 2 corrugated steel sheets that parallel interval set up, the through-hole that a plurality of positions correspond is seted up through steel sheet fixed connection to the side of 2 corrugated steel sheets, slides in the through-hole and penetrates there is the stud, installs lock nut on the shaft that the stud stretches out to corrugated steel sheet, has seted up the annular on the both ends shaft of stud, and the one end rigid coupling that the annular is close to the stud middle part has annular sheet rubber, the inner wall of annular sheet rubber and the inner wall sliding fit of corrugated steel sheet.
In the above-mentioned composite structure board for assembled building, the inside of annular sheet rubber evenly encircles and inlays and has a plurality of bullet strips, and the one end and the annular one end rigid coupling that is close to the stud middle part of bullet strip.
In the aforementioned composite structure board for assembled building, a plurality of spouts have been seted up around on the both ends pole body that the stud is located the corrugated steel plate outside, and the inside slidable mounting of spout has the push rod, and the inside of spout is provided with a plurality of folded plates, and the one end of folded plate and the lateral wall rigid coupling of spout, and the rigid coupling one end that the push rod slided and runs through the folded plate, the other end of folded plate and the outer wall rigid coupling of push rod, the folded groove has been seted up to the one side that the middle part of folded plate is close to the push rod, and the one end that the push rod is close to the stud end and lock nut's inner circle sliding fit.
In the above-mentioned combined structural board for assembled building, one side of the folding groove is fixedly connected with a plurality of protrusions, and the other side of the folding groove is provided with a plurality of grooves, and the outer walls of the protrusions are in sliding fit with the inner walls of the grooves.
In the aforementioned combined structural board for the fabricated building, a plurality of straight grooves are formed in two sides of the sliding groove, sliding blocks are slidably mounted in the straight grooves, a pair of connecting rods are rotatably mounted between the sliding blocks on two sides, and the other ends of the connecting rods are rotatably connected with two sides of the folded plate respectively.
In the aforementioned composite structure board for assembled building, the one end rigid coupling that the push rod is close to the stud end has the slide, and the notch has been seted up at one side top that the slide kept away from the push rod, and the baffle is installed in the inside rotation of notch, and round slot has been seted up to lock nut's one side inner circle that is close to the stud middle part, the outer wall and the inner wall sliding fit of round slot of baffle.
In the above-mentioned combined structural board for assembled building, the top of one side of the baffle plate far away from the push rod is fixedly connected with an insert, one side of the insert far away from the baffle plate is rotationally provided with a plurality of balls, and the outer wall of the balls is in sliding fit with the inner wall of the circular groove.
In the above-mentioned composite structure board for assembled building, the sliding hole has been seted up at the bottom surface middle part of annular, and the inside slidable mounting of sliding hole has the spherical crown kicking block, and the bottom surface middle part rigid coupling of spherical crown kicking block has the ejector pin, and the ejector pin slides the diapire that runs through the sliding hole, and the bottom rigid coupling of ejector pin has the spherical crown backing block, and the arc groove has been seted up to the top surface of push rod, the inner wall and the spherical crown backing block sliding fit of arc groove.
In the above-mentioned combined structural board for assembled building, the outer ring of the bottom surface of the crown top block and the outer ring of the bottom surface of the sliding hole are embedded with a plurality of magnets, and the magnets on two sides are attracted mutually.
In the above-mentioned composite structural panel for the fabricated building, the length of the two ends of the stud bolt located at the outer side of the corrugated steel plate is greater than the depth of the concave surface of the corrugated steel plate.
The invention has the beneficial effects that: compared with the prior art, the combined structural plate has the following advantages:
1 through setting up corrugated steel plate, stud, lock nut and annular rubber piece, lock nut laminating corrugated steel plate's concave surface, lock nut extrusion promotes the corrugated steel plate of both sides to be close to mutually, and the outer lane lateral wall extrusion of through-hole promotes the outer wall of annular rubber piece, promotes the crooked expansion of annular rubber piece to outer circle, seals the jam with the through-hole, when concrete is poured into between the corrugated steel plate of both sides, the annular rubber piece of concrete extrusion for the inner wall of corrugated steel plate is hugged closely to the annular rubber piece, thereby stops the probability that concrete from the inside emergence of through-hole leaked. Meanwhile, the tightness degree of the locking nuts at the two ends is utilized, so that a worker can conveniently control the distance between the corrugated steel plates at the two sides; the stud exceeds the concave surface of the corrugated steel plate, so that workers can conveniently install the outer wall surface of the wall body and other decorations by utilizing the two ends of the stud, and the convenience of construction of the workers is improved.
2. Through setting up push rod and folded plate, lock nut promotes the push rod and slides to the middle part of stud along the spout, and the push rod drives the one end of folded plate and is close to the other end of folded plate, promotes the folded plate along folding groove to stud's outer lane bending, after the concrete is poured into between the corrugated steel sheet of both sides, has improved the joint strength between stud and the concrete to the probability that stud takes place to slide has been reduced.
Drawings
FIG. 1 is a perspective view of the present invention;
FIG. 2 is a side view of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 2 at A;
FIG. 4 is an enlarged view of a portion of FIG. 3 at B;
FIG. 5 is an enlarged view of a portion of FIG. 3 at C;
FIG. 6 is a partial enlarged view at D in FIG. 5;
FIG. 7 is an enlarged view of a portion of FIG. 4 at E;
FIG. 8 is a cross-sectional view of a crown block of the present invention with magnets.
In the figure: 1. corrugated steel plate; 2. a stud bolt; 3. a lock nut; 4. an annular rubber sheet; 5. a through hole; 6. a ring groove; 7. spring strips; 8. a chute; 9. a push rod; 10. a folded plate; 11. folding grooves; 12. a protrusion; 13. a groove; 14. a straight groove; 15. a slide block; 16. a connecting rod; 17. a slide; 18. a notch; 19. a baffle; 20. a circular groove; 21. an insert; 22. a ball; 23. a slide hole; 24. a spherical crown top block; 25. a push rod; 26. a spherical crown bottom block; 27. an arc groove; 28. a magnet.
Detailed Description
The invention is further illustrated by the following figures and examples, which are not intended to be limiting.
Embodiments of the invention: as shown in fig. 1 to 4, a composite structural panel for an assembled building includes 2 corrugated steel plates 1, stud bolts 2, lock nuts 3 and annular rubber sheets 4 arranged in parallel at intervals. The side of 2 corrugated steel plates 1 is welded through the steel plate, through holes 5 corresponding to a plurality of positions are formed in the concave surfaces of 2 corrugated steel plates 1, stud bolts 2 are slidably mounted in the through holes 5 on the two sides, locking nuts 3 are mounted on outer ring threads on the two ends of each stud bolt 2, annular grooves 6 are formed in outer rings on the two ends of each stud bolt 2, annular rubber sheets 4 are fixedly connected to one ends, close to the middle parts of the stud bolts 2, of the annular grooves 6, and the inner walls of the annular rubber sheets 4 are in sliding fit with the corrugated steel plates 1.
During operation, the stud 2 passes through the through hole 5, use lock nut 3 to screw up at the both ends of stud 2, lock nut 3 laminating corrugated steel plate 1's concave surface, lock nut 3 extrusion promotes the corrugated steel plate 1 of both sides and is close to mutually, when corrugated steel plate 1 of both sides is close to mutually, the lateral wall extrusion of through hole 5 department promotes the outer wall of annular rubber piece 4, promote annular rubber piece 4 to the crooked expansion of outer circle, seal the jam with the through hole 5, when concrete is poured into between the corrugated steel plate 1 of both sides, the annular rubber piece 4 is extruded to the concrete for the inner wall of corrugated steel plate 1 is hugged closely to annular rubber piece 4, thereby stop concrete from the inside emergence leakage of through hole 5. Meanwhile, the tightness degree of the locking nuts 3 at the two ends is utilized, so that the distance between the corrugated steel plates 1 at the two sides can be conveniently controlled by workers.
As shown in fig. 4, a plurality of elastic strips 7 are uniformly embedded around the inside of the annular rubber sheet 4, and one end of each elastic strip 7 is fixedly connected with one surface of the annular groove 6, which is close to the middle part of the stud 2. When the annular rubber sheet 4 is bent and unfolded towards the outer ring during operation, the elastic strip 7 is enabled to bend and store force, and the elastic force generated by bending the elastic strip 7 pushes the annular rubber sheet 4 to be tightly pressed on the inner wall of the corrugated steel plate 1, so that the probability of concrete leakage is further reduced.
As shown in fig. 3 to 6, a plurality of sliding grooves 8 are formed in the outer rings of the two ends of the stud 2 in a surrounding manner, a push rod 9 is slidably mounted in the sliding grooves 8, a plurality of folded plates 10 are arranged in the sliding grooves 8, one ends of the folded plates 10 are fixedly connected with the side walls of the sliding grooves 8, the push rod 9 slidably penetrates through one fixedly connected end of the folded plates 10, the other ends of the folded plates 10 are fixedly connected with the outer walls of the push rod 9, a folded groove 11 is formed in the middle of the folded plates 10, one side, close to the push rod 9, of the end, close to the stud 2, of the push rod 9, and the inner ring of the lock nut 3 are slidably matched. During operation, when the lock nut 3 is screwed at two ends of the stud 2, the push rod 9 is pushed to slide to the middle part of the stud 2 along the chute 8, one end of the push rod 9 drives the folded plate 10 to be close to the other end of the folded plate 10, the folded plate 10 is pushed to bend towards the outer ring of the stud 2 along the folded groove 11, and after concrete is poured between the corrugated steel plates 1 at two sides, the connection strength between the stud 2 and the concrete is improved, so that the probability of sliding of the stud 2 is reduced.
As shown in fig. 6, one side of the folding groove 11 is fixedly connected with a plurality of protrusions 12, the other side of the folding groove 11 is provided with a plurality of grooves 13, and the outer walls of the protrusions 12 are in sliding fit with the inner walls of the grooves 13. When the folding plate 10 is bent along the folding groove 11 during operation, the protrusions 12 slide into the grooves 13, so that the connection stability and the connection strength of the two ends of the folding plate 10 are improved.
As shown in fig. 5, a plurality of straight grooves 14 are formed on both sides of the chute 8, sliding blocks 15 are slidably mounted in the straight grooves 14, a pair of connecting rods 16 are rotatably mounted between the sliding blocks 15 on both sides, and the other ends of the connecting rods 16 are rotatably connected with both sides of the folded plate 10 respectively. During operation, when the folded plate 10 is bent along the folding groove 11, two sides of the folded plate 10 are close to each other, so that the connecting rods 16 on the two sides are close to each other in a rotating way, the sliding block 15 slides along the straight groove 14, and the folded plate 10 and the connecting rods 16 form a stable triangular structure, so that the firmness of the folded plate 10 is improved.
As shown in fig. 4, one end of the push rod 9, which is close to the end of the stud 2, is fixedly connected with a slide seat 17, a notch 18 is formed in the top of one side, which is far away from the push rod 9, of the slide seat 17, a baffle 19 is rotatably mounted in the notch 18, a round groove 20 is formed in an inner ring of one side, which is close to the middle of the stud 2, of the lock nut 3, and the outer wall of the baffle 19 is in sliding fit with the inner wall of the round groove 20. During operation, before the lock nut 3 is installed at the two ends of the stud 2, the baffle 19 is rotated, the baffle 19 rotates in the notch 18, the baffle 19 slides into the round groove 20, the lock nut 3 rotates to push the sliding seat 17 to slide along the sliding groove 8, the push rod 9 is pushed to slide, and the stability of thrust applied when the push rod 9 slides is improved.
As shown in fig. 4, an insert 21 is fixedly connected to the top of one surface of the baffle 19 away from the push rod 9, a plurality of balls 22 are rotatably mounted on one surface of the insert 21 away from the baffle 19, and the outer walls of the balls 22 are in sliding fit with the inner walls of the circular grooves 20. When the lock nut 3 pushes the baffle 19 in operation, the balls 22 contact the inner wall of the circular groove 20, so that the friction force between the circular groove 20 and the baffle 19 is reduced, the rotation force applied to the baffle 19 when the lock nut 3 rotates is reduced, and the sliding stability of the push rod 9 is improved.
As shown in fig. 7, a sliding hole 23 is formed in the middle of the bottom surface of the ring groove 6, a spherical crown top block 24 is slidably mounted in the sliding hole 23, a push rod 25 is fixedly connected to the middle of the bottom surface of the spherical crown top block 24, the push rod 25 slidably penetrates through the bottom wall of the sliding hole 23, a spherical crown bottom block 26 is fixedly connected to the bottom end of the push rod 25, an arc groove 27 is formed in the top surface of the push rod 9, and the inner wall of the arc groove 27 is slidably matched with the spherical crown bottom block 26. When the device works, when the push rod 9 slides along the sliding groove 8, the spherical crown bottom block 26 slides from the inside of the arc groove 27, the push rod 25 is pushed to slide into the sliding hole 23, the spherical crown top block 24 is jacked up, the annular rubber sheet 4 is pushed to be unfolded towards the outer ring, and therefore the corrugated steel plate 1 is facilitated to be extruded to push the annular rubber sheet 4 to be unfolded in a bending mode, and the sealing effectiveness of the annular rubber sheet 4 is improved.
As shown in fig. 8, a plurality of magnets 28 are embedded in the outer ring of the bottom surface of the crown block 24 and the outer ring of the bottom surface of the slide hole 23, and the magnets 28 on both sides attract each other. During operation, the magnets 28 on two sides are attracted to each other, so that the spherical crown top block 24 is fixed in the sliding hole 23, the probability that the spherical crown top block 24 blocks the annular rubber sheet 4 from being stored in the annular groove 6 is reduced, and then the condition that the annular rubber sheet 4 influences the stud bolts 2 to pass through the through holes 5 is reduced.
As shown in fig. 1 to 2, both ends of the stud bolts 2 are located outside the deck plate 1 by a length greater than the depth of the concave surface of the deck plate 1. During operation, the stud 2 that passes through the setting exceeds the concave surface of the corrugated steel plate 1 to the outer wall surface and other decorations of wall body are installed at the both ends that the staff utilized stud 2 of being convenient for, have improved the convenience of staff's construction then.
When in operation, the device comprises: the stud bolts 2 are passed through the through holes 5 so that the distances left by the two ends of the stud bolts 2 are the same; the shutter 19 is rotated such that the shutter 19 rotates within the slot 18 such that the shutter 19 is in a perpendicular state to the push rod 9. The lock nut 3 is screwed, the baffle 19 slides into the circular groove 20, the balls 22 contact the inner wall of the circular groove 20, friction force between the circular groove 20 and the baffle 19 is reduced, the lock nut 3 pushes the sliding seat 17 to slide along the sliding groove 8, the push rod 9 is pushed to slide to the middle part of the stud 2 along the sliding groove 8, the spherical crown bottom block 26 slides from the inner part of the arc groove 27, the push rod 25 slides into the sliding hole 23, the spherical crown top block 24 is jacked, the annular rubber sheet 4 is pushed to be unfolded towards the outer ring, and the opening part of the outer ring of the annular rubber sheet 4 is contacted with the inner wall of the corrugated steel plate 1. Meanwhile, the push rod 9 drives one end of the folded plate 10 to be close to the other end of the folded plate 10, the folded plate 10 is pushed to bend towards the outer ring of the stud 2 along the folded groove 11, the protrusions 12 slide into the grooves 13, two sides of the folded plate 10 are close to each other, the connecting rods 16 on the two sides are close to each other in a rotating mode, the sliding blocks 15 slide along the straight grooves 14, and the folded plate 10 and the connecting rods 16 form a stable triangular structure. The lock nut 3 is attached to the concave surface of the corrugated steel plate 1, the lock nut 3 extrudes and pushes the corrugated steel plates 1 on two sides to be close to each other, the annular rubber sheet 4 is pushed to be bent and unfolded towards the outer circle, the through hole 5 is sealed and blocked, the annular rubber sheet 4 is extruded by concrete, the annular rubber sheet 4 is attached to the inner wall of the corrugated steel plate 1, and therefore the probability that the concrete leaks from the inside of the through hole 5 is blocked. Meanwhile, the tightness degree of the locking nuts 3 at the two ends is utilized, so that the distance between the corrugated steel plates 1 at the two sides can be conveniently controlled by workers. And the stud 2 exceeds the concave surface of the corrugated steel plate 1, so that workers can conveniently install the outer wall surface of the wall body and other decorations by utilizing the two ends of the stud 2, and the convenience of the construction of the workers is improved.
Claims (7)
1. A composite structural panel for use in an assembled building, comprising: the novel corrugated steel plate structure comprises 2 corrugated steel plates (1) which are arranged at intervals in parallel, wherein the side surfaces of the 2 corrugated steel plates (1) are fixedly connected through steel plates, through holes (5) corresponding to a plurality of positions are formed in the concave surfaces of the 2 corrugated steel plates (1), stud bolts (2) are inserted into the through holes (5) in a sliding mode, locking nuts (3) are arranged on rod bodies of the stud bolts (2) which extend out of the corrugated steel plates (1), annular grooves (6) are formed in the rod bodies at two ends of the stud bolts (2), annular rubber sheets (4) are fixedly connected to one ends, close to the middle portions of the stud bolts (2), of the annular rubber sheets (4), and the inner walls of the annular rubber sheets (4) are in sliding fit with the inner walls of the corrugated steel plates (1); the inside of the annular rubber sheet (4) is uniformly and circumferentially embedded with a plurality of elastic strips (7), and one end of each elastic strip (7) is fixedly connected with one end of the annular groove (6) close to the middle of the stud (2); the double-headed bolt (2) is arranged on the two end rods on the outer side of the corrugated steel plate (1) and is provided with a plurality of sliding grooves (8) in a surrounding mode, a push rod (9) is slidably arranged in each sliding groove (8), a plurality of folded plates (10) are arranged in each sliding groove (8), one end of each folded plate (10) is fixedly connected with the side wall of each sliding groove (8), the push rod (9) slidably penetrates through one fixedly connected end of each folded plate (10), the other end of each folded plate (10) is fixedly connected with the outer wall of each push rod (9), a folding groove (11) is formed in one surface, close to the push rod (9), of the middle part of each folded plate (10), and one end, close to the end of the double-headed bolt (2), is in sliding fit with the inner ring of the locking nut (3); a plurality of bulges (12) are fixedly connected to one side of the folding groove (11), a plurality of grooves (13) are formed in the other side of the folding groove (11), and the outer walls of the bulges (12) are in sliding fit with the inner walls of the grooves (13).
2. The composite structural panel for use in fabricated buildings of claim 1, wherein: a plurality of straight grooves (14) are formed in two sides of the sliding groove (8), sliding blocks (15) are slidably mounted in the straight grooves (14), a pair of connecting rods (16) are rotatably mounted between the sliding blocks (15) on two sides, and the other ends of the connecting rods (16) are rotatably connected with two sides of the folded plate (10) respectively.
3. The composite structural panel for use in fabricated buildings of claim 1, wherein: one end rigid coupling that push rod (9) are close to stud (2) end has slide (17), and notch (18) have been seted up at one side top that push rod (9) were kept away from to slide (17), and baffle (19) are installed in the inside rotation of notch (18), and circular slot (20) have been seted up to one side inner circle that lock nut (3) are close to stud (2) middle part, the outer wall of baffle (19) and the inner wall sliding fit of circular slot (20).
4. A composite structural panel for a fabricated building according to claim 3, wherein: an insert (21) is fixedly connected to the top of one surface of the baffle (19) away from the push rod (9), a plurality of balls (22) are rotatably arranged on one surface of the insert (21) away from the baffle (19), and the outer walls of the balls (22) are in sliding fit with the inner walls of the circular grooves (20).
5. The composite structural panel for use in fabricated buildings of claim 1, wherein: the sliding hole (23) has been seted up at the bottom surface middle part of annular (6), and the inside slidable mounting of sliding hole (23) has spherical crown kicking block (24), and the bottom surface middle part rigid coupling of spherical crown kicking block (24) has ejector pin (25), and ejector pin (25) slip runs through the diapire of sliding hole (23), and the bottom rigid coupling of ejector pin (25) has spherical crown backing block (26), and arc groove (27) have been seted up to the top surface of push rod (9), the inner wall and the spherical crown backing block (26) sliding fit of arc groove (27).
6. The composite structural panel for use in fabricated buildings of claim 5, wherein: a plurality of magnets (28) are embedded in the outer ring of the bottom surface of the spherical crown top block (24) and the outer ring of the bottom surface of the sliding hole (23), and the magnets (28) on the two sides are attracted mutually.
7. The composite structural panel for use in fabricated buildings of claim 1, wherein: the length of the two ends of the stud bolt (2) positioned outside the corrugated steel plate (1) is greater than the depth of the concave surface of the corrugated steel plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210989234.8A CN115450357B (en) | 2022-08-17 | 2022-08-17 | A integrated configuration board for assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210989234.8A CN115450357B (en) | 2022-08-17 | 2022-08-17 | A integrated configuration board for assembled building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115450357A CN115450357A (en) | 2022-12-09 |
| CN115450357B true CN115450357B (en) | 2023-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210989234.8A Active CN115450357B (en) | 2022-08-17 | 2022-08-17 | A integrated configuration board for assembled building |
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| CN112176858A (en) * | 2020-11-04 | 2021-01-05 | 衡水益通管业股份有限公司 | Expansion joint structure for corrugated steel plate-concrete combined structure |
| KR20210133024A (en) * | 2020-04-28 | 2021-11-05 | 청암이앤씨주식회사 | Bending barrier using corrugated matter plate |
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2022
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|---|---|---|---|---|
| KR20070010769A (en) * | 2005-07-20 | 2007-01-24 | 이창건 | Guard rail with crossed double impact absorbing plate |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN111335264A (en) * | 2020-03-11 | 2020-06-26 | 青岛理工大学 | Double-steel-plate rubber concrete protection structure with built-in corrugated steel pipe |
| KR20210133024A (en) * | 2020-04-28 | 2021-11-05 | 청암이앤씨주식회사 | Bending barrier using corrugated matter plate |
| CN112176858A (en) * | 2020-11-04 | 2021-01-05 | 衡水益通管业股份有限公司 | Expansion joint structure for corrugated steel plate-concrete combined structure |
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| CN115450357A (en) | 2022-12-09 |
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