CN117605182A - Assembled wall body of shock attenuation for prefabricated building - Google Patents
Assembled wall body of shock attenuation for prefabricated building Download PDFInfo
- Publication number
- CN117605182A CN117605182A CN202410073506.9A CN202410073506A CN117605182A CN 117605182 A CN117605182 A CN 117605182A CN 202410073506 A CN202410073506 A CN 202410073506A CN 117605182 A CN117605182 A CN 117605182A
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- wall surface
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- unit
- sleeved
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- 230000035939 shock Effects 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 238000013016 damping Methods 0.000 claims description 6
- 238000010521 absorption reaction Methods 0.000 abstract description 6
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to 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
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of building construction, and provides a shock absorption assembled wall for an assembled building, which comprises a sliding rail, wherein a plurality of vertical frameworks are spliced at the upper end of the sliding rail at equal intervals, each vertical framework comprises a steel body, a connecting hole is formed in the middle of the steel body, a transverse framework is horizontally arranged in the middle of the connecting hole, unit wall blocks are arranged in the middle of square through holes defined by the vertical frameworks and the transverse frameworks, and supporting fixing frames are connected to the two ends of the transverse frameworks at the top end of the unit wall blocks. The unit wall blocks with the unit formats are arranged for splicing the wall body, the damage of the whole wall body in an earthquake is reduced through the connecting rods and the tension springs in each unit wall block, and the stable cushioning energy consumption function can be provided for the wall body and the building main body through the unit format splicing of the large-area unit wall blocks, and the unit wall blocks are convenient to restore after vibrating through the tension springs, so that the whole wall body has self-resetting capability, and the normal wall body function can be recovered quickly.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a shock absorption assembled wall body for an assembled building.
Background
The prefabricated building is assembled by prefabricated components on a construction site, has the advantages of high construction speed, small restriction on weather conditions and labor saving, is widely applied to modern building industry, particularly to houses, factories and temporary buildings, and plays an important role in post-disaster reconstruction in areas where earthquake disasters frequently occur.
The existing wall body has poor damping performance, when being impacted by articles or people, the wall body is easy to deform and damage, the existing wall body lacks self-resetting members, larger residual displacement can be generated between the wall bodies after an earthquake, normal use is difficult to immediately recover, and higher maintenance and replacement cost is required.
Therefore, the improvement is made by us, and a shock absorption assembled wall body for an assembled building is provided.
Disclosure of Invention
The invention aims to solve the technical problems that: the wall body shock-absorbing capacity is poor, and the wall body warp impaired unable self-resetting, residual displacement is difficult to resume.
In order to achieve the above object, the invention provides a shock absorption assembled wall for an assembled building, which comprises a sliding rail, wherein a plurality of vertical frameworks are inserted at equal intervals at the upper end of the sliding rail, each vertical framework comprises a steel body, a connecting hole is formed in the middle of each steel body, a transverse framework is horizontally arranged in the middle of each connecting hole, a unit wall block is arranged in the middle of a square through hole surrounded by each vertical framework and each transverse framework, two ends of each transverse framework at the top end are connected with a supporting fixing frame, a first corner is arranged on the outer side of each supporting fixing frame, connecting rods are connected with the middle of each supporting fixing frame and each first corner, a second corner is arranged on one side of each first corner, each first corner and each second corner are connected with a tenon-and-mortise joint, long grooves in the vertical direction are formed in the middle of each first corner and each second corner, and inserted rods are connected in the long grooves.
As a still further proposal of the invention, the side surfaces of the vertical framework and the horizontal framework are provided with sliding grooves which are sleeved with the upper side, the lower side, the left side and the right side of the unit wall block.
As still further scheme of the invention, the unit wall block comprises a first wall surface, a second wall surface, a third wall surface and a fourth wall surface which are overlapped, wherein the inner sides of the first wall surface, the second wall surface, the third wall surface and the fourth wall surface are sleeved with two connecting boxes, one side of each connecting box is connected with a second mounting shaft, the side surfaces of the first wall surface, the second wall surface, the third wall surface and the fourth wall surface are provided with T-shaped sliding blocks, the T-shaped sliding blocks are arranged in sliding grooves of a vertical framework and a horizontal framework, the first mounting shafts are arranged in the first wall surface, the second wall surface, the third wall surface and the fourth wall surface, the first mounting shafts are connected with swinging rods, the swinging rods are sleeved with the second mounting shafts, two connecting boxes are connected with connecting rods, the middle of each connecting rod is connected with a connecting table, four branches of each telescopic rod are fixedly provided with telescopic joint, and the middle parts of each telescopic joint are respectively arranged on the first wall surface, the second wall surface, the third wall surface, the fourth wall surface and the fourth wall surface are connected with the first wall surface, the second wall surface, the third wall surface and the fourth wall surface.
As a still further proposal of the invention, one end of the swinging rod is provided with a long groove, the inside of the long groove is provided with a lantern ring, the lantern ring is sleeved on the second installation shaft, and a first spring is connected between the lantern ring and the long groove.
As a still further scheme of the invention, the third wall surface comprises a wrap angle in a three-sided right angle shape, a first tongue piece is connected to the inner side of one end of the wrap angle in an inward extending mode, a second tongue piece is connected to the outer side of the other end of the wrap angle in an outward extending mode, the interval distance between the first tongue piece and the second tongue piece is consistent with the thickness of the expansion joint, and square holes are formed in the middle portions of the first tongue piece and the second tongue piece.
As a still further scheme of the invention, the telescopic joint comprises a connecting plate, clamping blocks are convexly connected to two sides of the middle part of the connecting plate, and the clamping blocks are sleeved in square holes of the first tongue piece and the second tongue piece.
As a still further scheme of the invention, the support fixing frame comprises a first connecting leg and a second connecting leg, wherein a connecting sleeve is arranged at the upper end of the first connecting leg and sleeved at the end part of the transverse framework, the bottom of the second connecting leg is slidably arranged in the sliding rail, holes are formed in the middle parts of the first connecting leg and the second connecting leg, inserting plates are sleeved in the holes, two ends of each inserting plate are connected with a second spring, and the second springs are fixedly connected with the first connecting leg and the second connecting leg.
As a still further proposal of the invention, the upper end of the steel body is welded and fixed with a connecting piece, and the connecting piece extends to the inner side of the building.
The invention provides a shock absorption assembled wall for an assembled building, which has the beneficial effects that:
1. the unit wall blocks with the unit formats are arranged for splicing the wall body, the damage of the whole wall body in an earthquake is reduced through the connecting rods and the tension springs in each unit wall block, and the stable cushioning energy consumption function can be provided for the wall body and the building main body through the unit format splicing of the large-area unit wall blocks, and the unit wall blocks are convenient to restore after vibrating through the tension springs, so that the whole wall body has self-resetting capability, and the normal wall body function can be recovered quickly.
2. Install the unit wall piece through setting up vertical skeleton and horizontal skeleton, and the unit wall piece is sliding connection on vertical skeleton and horizontal skeleton, consequently, can carry out the holistic location of wall body through the concatenation of one deck in the assembly process of wall body, and guarantee the accuracy in the assembly process, and single face wall body both ends erection bracing mount and first corner are accomplished, fix through the inserted bar between first corner and the second corner, make two sets of adjacent wall bodies possess the surplus that rocks under the connection of first corner and second corner, avoid two sets of adjacent wall bodies to extrude the wall body fracture damage that the collision leads to when receiving different direction impact, thereby guarantee the holistic completion of building.
3. Through setting up netted vertical skeleton and horizontal skeleton, reinforcing wall body's ductility and shock resistance, and the bottom of vertical skeleton is fixed a position the installation through the slide rail, is convenient for carry out quick fixed to the position of wall body.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the following description will briefly explain the drawings used in the embodiments or the description of the prior art, and it is obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings can be obtained according to these drawings without inventive effort to a person skilled in the art.
Fig. 1 is a schematic structural view of a shock absorbing assembled wall for an assembled building provided by the present application;
FIG. 2 is a schematic view of a portion of a shock absorbing assembled wall for an assembled building according to the present disclosure;
fig. 3 is a schematic view of installation of a vertical skeleton and a horizontal skeleton of a shock absorbing assembled wall for an assembled building;
FIG. 4 is a schematic block diagram of a shock absorbing assembled wall for an assembled building according to the present disclosure;
FIG. 5 is a rear view of a modular wall block construction of a shock absorbing modular wall for a fabricated building according to the present application;
FIG. 6 is an exploded view of a first, second, third, and fourth wall surfaces and expansion joints of a shock absorbing assembled wall for an assembled building according to the present disclosure;
fig. 7 is a schematic structural view of a connection box, a connecting rod and a tension spring of a shock absorption assembled wall for an assembled building;
FIG. 8 is a schematic view of a supporting and fixing frame structure of a shock absorbing assembled wall for an assembled building;
fig. 9 is a schematic view of a third wall structure of a shock absorbing assembled wall for an assembled building.
In the figure: 1. a vertical skeleton; 11. a steel body; 12. a connection hole; 13. a connecting piece; 2. a transverse skeleton; 3. a unit wall block; 31. a first wall surface; 32. a second wall surface; 33. a third wall surface; 331. wrap angle; 332. a first tongue; 333. a second tongue; 34. a fourth wall surface; 35. an expansion joint; 351. a connecting plate; 352. a clamping block; 36. a telescopic rod; 37. a first mounting shaft; 38. a swinging rod; 39. a second mounting shaft; 310. a first spring; 311. a connection box; 312. a connecting rod; 313. a tension spring; 314. a connection station; 4. a supporting and fixing frame; 41. a first connecting leg; 42. connecting sleeves; 43. a second connecting leg; 44. inserting plate; 45. a second spring; 5. a connecting rod; 6. a first corner; 7. a second corner; 8. a rod; 9. a slide rail.
Detailed Description
The following detailed description of specific embodiments of the invention is provided in connection with the accompanying drawings and examples. The following examples are only illustrative of the present invention and are not intended to limit the scope of the invention.
As shown in fig. 1-9, this embodiment provides a shock attenuation assembled wall for assembled building, including slide rail 9, the equidistance grafting of the upper end of slide rail 9 has a plurality of vertical skeleton 1, vertical skeleton 1 includes steel body 11, connecting hole 12 has been seted up at the middle part of steel body 11, horizontal skeleton 2 is installed to the middle part level of connecting hole 12, square through-hole mid-mounting that vertical skeleton 1 and horizontal skeleton 2 enclose has unit wall piece 3, the both ends of horizontal skeleton 2 on top all are connected with support mount 4, the outside of support mount 4 is provided with first corner 6, the middle part of support mount 4 and first corner 6 is connected with connecting rod 5, one side of first corner 6 is provided with second corner 7, first corner 6 and second corner 7 mortise-tenon joint, vertical direction elongated slot has all been seted up at the middle part of first corner 6 and second corner 7, the inside of elongated slot is connected with inserted bar 8.
The side surfaces of the vertical frameworks 1 and the transverse frameworks 2 are provided with sliding grooves, the sliding grooves are sleeved with the upper side, the lower side, the left side, the right side and the left side of the unit wall block 3, and the sliding grooves of the vertical frameworks 1 and the transverse frameworks 2 are connected with the unit wall block 3, so that the vertical frameworks 1, the transverse frameworks 2 and the unit wall block 3 form a whole.
The unit wall block 3 comprises a first wall surface 31, a second wall surface 32, a third wall surface 33 and a fourth wall surface 34 which are overlapped, two connecting boxes 311 are sleeved on the inner sides of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34, one side of each connecting box 311 is connected with a second mounting shaft 39, T-shaped sliding blocks are arranged on the side surfaces of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34, the T-shaped sliding blocks are arranged in sliding grooves of the vertical framework 1 and the transverse framework 2, a first mounting shaft 37 is arranged in the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34, a swinging rod 38 is connected with the first mounting shaft 37, the swinging rod 38 is sleeved with the second mounting shaft 39, two connecting boxes 311 are connected with connecting rods 312, the middle of each connecting rod 312 is connected with a tension spring 313, each connecting platform 314 is connected with a connecting platform 314, a telescopic rod 36 is arranged on each connecting platform 314, four branches of the telescopic rod 36 are all fixed with telescopic joints 35, the middle parts of the four telescopic joints 35 are respectively arranged at the joint overlapping parts of the first wall surface 31, the second wall surface 32, the third wall surface 33, the fourth wall surface 34 and the first wall surface 31, the two connecting boxes 311 are connected with the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 through swinging rods 38, so that the shapes of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 are unchanged when the vibration condition is small, the connecting boxes 311 shake in the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34, the connecting boxes 311 squeeze the connecting rods 312 and the tension springs 313 to consume kinetic energy, and perform slow vibration, and when the vibration condition is large, the vibration amplitude of the connecting boxes 311 affects the first wall surface 31, the second wall surface 32 and the fourth wall surface 34, the third wall surface 33 and the fourth wall surface 34, the joints of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 are expanded and contracted through the expansion joint 35, the kinetic energy is consumed in the expansion process, and the cracking and damage of the wall body are avoided.
The long groove is formed in one end of the swinging rod 38, the lantern ring is mounted in the long groove, the lantern ring is sleeved on the second mounting shaft 39, the first spring 310 is connected between the lantern ring and the long groove, the swinging rod 38 is connected with the second mounting shaft 39 through the first spring 310, the connecting box 311 is elastically connected with the first wall surface 31, and the resetting of the connecting box 311 is facilitated.
The third wall 33 includes a corner 331 having a three-sided right angle shape, the inner side of one end of the corner 331 is connected with a first tongue piece 332 by extending inward, the outer side of the other end of the corner 331 is connected with a second tongue piece 333 by extending outward, the distance between the first tongue piece 332 and the second tongue piece 333 is consistent with the thickness of the expansion joint 35, square holes are formed in the middle parts of the first tongue piece 332 and the second tongue piece 333, the third wall 33 is different from the first wall 31, the second wall 32 and the fourth wall 34 in terms of length and width, and the third wall 33 is structurally consistent with the first wall 31, the second wall 32 and the fourth wall 34, so that the corner of the corner 331 is connected with the second wall 32 and the fourth wall 34 on one side of the connecting box 311, and the expansion joint 35 is mounted at the middle positions of the parts of the second tongue piece 333 and the second wall 32 overlapping the third wall 33 as a buffer for kinetic energy of expansion joint.
The telescopic joint 35 comprises a connecting plate 351, clamping blocks 352 are connected to two sides of the middle of the connecting plate 351 in a protruding mode, the clamping blocks 352 are sleeved in square holes of the first tongue piece 332 and the second tongue piece 333, the telescopic joint 35 serves as an expansion joint, the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 are connected, and the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 are prevented from being separated.
The support mount 4 includes first connecting leg 41 and second connecting leg 43, adapter sleeve 42 is installed to the upper end of first connecting leg 41, adapter sleeve 42 cup joints in the tip of horizontal skeleton 2, the bottom slidable mounting of second connecting leg 43 is in the inside of slide rail 9, the hole has all been seted up at the middle part of first connecting leg 41 and second connecting leg 43, picture peg 44 has been cup jointed to the inside in hole, the both ends of picture peg 44 all are connected with second spring 45, second spring 45 and first connecting leg 41 and second connecting leg 43 fixed connection, first connecting leg 41 and second connecting leg 43 are connected horizontal skeleton 2 and slide rail 9 respectively, and carry out buffer connection to first connecting leg 41 and second connecting leg 43 through second spring 45 and picture peg 44, be convenient for support and fix horizontal skeleton 2.
The upper end welded fastening of the steel body 11 has connecting piece 13, and connecting piece 13 stretches out to the building inboard, and the setting of connecting piece 13 is convenient for be connected wall body and roof.
Specifically, this assembled for building shock attenuation assembled wall when using: the position of the wall body is determined on the building ground, then the slide rail 9 is fixed through the embedded bars, the determined number of vertical frameworks 1 are sleeved in the slide rail 9, finally the unit wall blocks 3 are installed in the middle of two adjacent vertical frameworks 1 in a building block building mode and sleeved with grooves on two sides of the vertical frameworks 1, the transverse frameworks 2 are transversely installed at the upper ends of the unit wall blocks 3 after the unit wall blocks 3 on the bottom layer are installed, the transverse frameworks 2 are inserted into the connecting holes 12 and sleeved with T-shaped sliding blocks on the upper end surfaces of the unit wall blocks 3, and the like, the whole wall body is built, after the building, the two ends of the topmost transverse frameworks 2 are connected with the fixed support fixing frames 4, the bottoms of the support fixing frames 4 are sleeved in the slide rail 9, the support fixing frames 4 are connected with the first rotating angles 6 through connecting rods 5, the first corner 6 and the second corner 7 are arranged as corners of the wall body, when the unit wall blocks 3 in a unit grid shape are subjected to vibration, the connecting rods 312 and the tension springs 313 consume kinetic energy, besides, the parts of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 connected through the expansion joints 35 are subjected to expansion deformation, and part of kinetic energy is absorbed, along with expansion of the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34, a certain amount of inward contraction can be carried out among the adjacent vertical frameworks 1, the adjacent horizontal frameworks 2 and the adjacent unit wall blocks 3, the wall body is prevented from being damaged, the damage of the whole wall body in the earthquake is reduced through the connecting rods 312 and the tension springs 313, the positions of the connecting boxes 311, the first wall surface 31, the second wall surface 32, the third wall surface 33 and the fourth wall surface 34 are restored through rebound of the tension springs 313 after the vibration, make the wall body wholly have from reset ability, be convenient for resume normal wall body function fast, single face wall body both ends are through supporting mount 4 and first corner 6 ending, fix through inserted bar 8 between first corner 6 and the second corner 7, make two sets of adjacent wall bodies possess the surplus that rocks under the connection of first corner 6 and second corner 7, avoid two sets of adjacent wall bodies to extrude the wall body fracture damage that the collision leads to when receiving different direction impact, thereby guarantee the holistic completion of building, the content that does not make detailed description in this specification belongs to the prior art that the expert in the field knows.
The above embodiments are only for illustrating the present invention, and are not limiting of the present invention. While the invention has been described in detail with reference to the embodiments, those skilled in the art will appreciate that various combinations, modifications, and substitutions can be made thereto without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (8)
1. The utility model provides a shock attenuation assembled wall for assembled building, includes slide rail (9), its characterized in that: the utility model discloses a vertical skeleton (1) of a plurality of, the upper end equidistance grafting of slide rail (9) has a plurality of vertical skeleton (1), vertical skeleton (1) includes steel body (11), connecting hole (12) have been seted up at the middle part of steel body (11), horizontal skeleton (2) have been installed to the middle part level of connecting hole (12), square through-hole mid-mounting that vertical skeleton (1) and horizontal skeleton (2) enclose has unit wall piece (3), and the top both ends of horizontal skeleton (2) all are connected with support mount (4), the outside of support mount (4) is provided with first corner (6), the middle part of support mount (4) and first corner (6) is connected with connecting rod (5), one side of first corner (6) is provided with second corner (7), the elongated slot of vertical direction has all been seted up at the middle part of first corner (6) and second corner (7), and the inside of elongated slot is connected with inserted bar (8).
2. The fabricated building vibration-damping fabricated wall according to claim 1, wherein: sliding grooves are formed in the side faces of the vertical frameworks (1) and the lateral frameworks (2), and are sleeved with the upper side face, the lower side face, the left side face and the right side face of the unit wall block (3).
3. The fabricated building vibration-damping fabricated wall according to claim 2, wherein: the unit wall block (3) comprises a first wall surface (31), a second wall surface (32), a third wall surface (33) and a fourth wall surface (34) which are overlapped, wherein two connecting boxes (311) are sleeved on the inner sides of the first wall surface (31), the second wall surface (32), the third wall surface (33) and the fourth wall surface (34), one side of each connecting box (311) is connected with a second mounting shaft (39), T-shaped sliding blocks are mounted on the side surfaces of the first wall surface (31), the second wall surface (32), the third wall surface (33) and the fourth wall surface (34), the T-shaped sliding blocks are mounted in sliding grooves of the vertical framework (1) and the transverse framework (2), first mounting shafts (37) are mounted in the inner parts of the first wall surface (31), the second wall surface (32), the third wall surface (33) and the fourth wall surface (34), each first mounting shaft (37) is connected with a swinging rod (38), each swinging rod (38) is sleeved with the second mounting shaft (39), each connecting box (311) is connected with a tension spring (312), each connecting rod (312) is connected with a telescopic joint (312), and the telescopic joint (312) is connected with a telescopic joint (312), the middle parts of the four expansion joints (35) are respectively arranged at the joint overlapping parts of the first wall surface (31) and the second wall surface (32), the second wall surface (32) and the third wall surface (33), the third wall surface (33) and the fourth wall surface (34) and the first wall surface (31).
4. A shock absorbing assembled wall for a fabricated building as defined in claim 3, wherein: one end of the swinging rod (38) is provided with a long groove, a lantern ring is arranged in the long groove and sleeved on the second mounting shaft (39), and a first spring (310) is connected between the lantern ring and the long groove.
5. A shock absorbing assembled wall for a fabricated building as defined in claim 3, wherein: the third wall (33) comprises a wrap angle (331) in a three-sided right angle shape, a first tongue piece (332) is connected to the inner side of one end of the wrap angle (331) in an extending mode, a second tongue piece (333) is connected to the outer side of the other end of the wrap angle (331) in an extending mode, the interval distance between the first tongue piece (332) and the second tongue piece (333) is consistent with the thickness of the telescopic joint (35), and square holes are formed in the middle portions of the first tongue piece (332) and the second tongue piece (333).
6. The fabricated building vibration-damping fabricated wall according to claim 5, wherein: the telescopic joint (35) comprises a connecting plate (351), clamping blocks (352) are convexly connected to two sides of the middle of the connecting plate (351), and the clamping blocks (352) are sleeved in square holes of the first tongue piece (332) and the second tongue piece (333).
7. The fabricated building vibration-damping fabricated wall according to claim 1, wherein: the support fixing frame (4) comprises a first connecting leg (41) and a second connecting leg (43), a connecting sleeve (42) is arranged at the upper end of the first connecting leg (41), the connecting sleeve (42) is sleeved at the end part of the transverse framework (2), the bottom of the second connecting leg (43) is slidably arranged in the sliding rail (9), holes are formed in the middle of the first connecting leg (41) and the middle of the second connecting leg (43), inserting plates (44) are sleeved in the middle of the holes, second springs (45) are connected to the two ends of each inserting plate (44), and the second springs (45) are fixedly connected with the first connecting leg (41) and the second connecting leg (43).
8. The fabricated building vibration-damping fabricated wall according to claim 1, wherein: the upper end of the steel body (11) is fixedly welded with a connecting piece (13), and the connecting piece (13) extends to the inner side of a building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410073506.9A CN117605182B (en) | 2024-01-18 | 2024-01-18 | Assembled wall body of shock attenuation for prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410073506.9A CN117605182B (en) | 2024-01-18 | 2024-01-18 | Assembled wall body of shock attenuation for prefabricated building |
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| Publication Number | Publication Date |
|---|---|
| CN117605182A true CN117605182A (en) | 2024-02-27 |
| CN117605182B CN117605182B (en) | 2024-03-26 |
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| CN202410073506.9A Active CN117605182B (en) | 2024-01-18 | 2024-01-18 | Assembled wall body of shock attenuation for prefabricated building |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180114678A (en) * | 2017-04-11 | 2018-10-19 | 최원옥 | earth-quake-resistant construction between the slabs and Wall in Buildings |
| CN110258851A (en) * | 2019-07-03 | 2019-09-20 | 重庆盛厦果时科技有限公司 | A kind of assembled architecture wall |
| CN211548032U (en) * | 2019-12-27 | 2020-09-22 | 山西路晟交通建筑设计有限公司 | Anti-seismic fabricated building frame structure |
| CN111827513A (en) * | 2020-07-22 | 2020-10-27 | 华北水利水电大学 | Assembled building wall body connects with antidetonation type nodal point device |
| CN112049282A (en) * | 2020-09-22 | 2020-12-08 | 孟远航 | Assembly type building main structure convenient to install |
| CN112392171A (en) * | 2020-11-29 | 2021-02-23 | 王亚非 | Assembled building wall body connects with antidetonation type nodal point device |
| CN214006714U (en) * | 2020-10-11 | 2021-08-20 | 杭州派祺空气净化科技有限公司 | Assembled building shock-absorbing structure |
| CN214062007U (en) * | 2020-10-15 | 2021-08-27 | 占星 | Combined earthquake-resistant building structural component |
| CN114164962A (en) * | 2021-12-14 | 2022-03-11 | 衢州学院 | Assembled building wall convenient to assemble and using method thereof |
-
2024
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Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180114678A (en) * | 2017-04-11 | 2018-10-19 | 최원옥 | earth-quake-resistant construction between the slabs and Wall in Buildings |
| CN110258851A (en) * | 2019-07-03 | 2019-09-20 | 重庆盛厦果时科技有限公司 | A kind of assembled architecture wall |
| CN211548032U (en) * | 2019-12-27 | 2020-09-22 | 山西路晟交通建筑设计有限公司 | Anti-seismic fabricated building frame structure |
| CN111827513A (en) * | 2020-07-22 | 2020-10-27 | 华北水利水电大学 | Assembled building wall body connects with antidetonation type nodal point device |
| CN112049282A (en) * | 2020-09-22 | 2020-12-08 | 孟远航 | Assembly type building main structure convenient to install |
| CN214006714U (en) * | 2020-10-11 | 2021-08-20 | 杭州派祺空气净化科技有限公司 | Assembled building shock-absorbing structure |
| CN214062007U (en) * | 2020-10-15 | 2021-08-27 | 占星 | Combined earthquake-resistant building structural component |
| CN112392171A (en) * | 2020-11-29 | 2021-02-23 | 王亚非 | Assembled building wall body connects with antidetonation type nodal point device |
| CN114164962A (en) * | 2021-12-14 | 2022-03-11 | 衢州学院 | Assembled building wall convenient to assemble and using method thereof |
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