CN114607063A - Sandwich heat-insulation ring rib shear wall structure - Google Patents
Sandwich heat-insulation ring rib shear wall structure Download PDFInfo
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- CN114607063A CN114607063A CN202210150252.7A CN202210150252A CN114607063A CN 114607063 A CN114607063 A CN 114607063A CN 202210150252 A CN202210150252 A CN 202210150252A CN 114607063 A CN114607063 A CN 114607063A
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- 238000009413 insulation Methods 0.000 title claims abstract description 56
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 238000004321 preservation Methods 0.000 claims description 13
- 239000011148 porous material Substances 0.000 claims description 8
- 230000006835 compression Effects 0.000 claims description 7
- 238000007906 compression Methods 0.000 claims description 7
- 239000002985 plastic film Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 239000004033 plastic Substances 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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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
- E04B1/66—Sealings
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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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
- E04B1/90—Insulating elements for both heat and sound slab-shaped
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- 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)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The invention belongs to the technical field of shear walls, and discloses a sandwich heat-insulation ring rib shear wall structure which comprises a shear wall assembly, wherein the shear wall assembly comprises a heat-insulation layer, shear wall plates symmetrically arranged on two sides of the heat-insulation layer, a ring rib structure and a concrete layer, the ring rib structure is wound on the outer sides of the heat-insulation layer and the shear wall plates, the concrete layer is arranged outside the shear wall plates and the ring rib structure, and the heat-insulation layer comprises two XPS heat-insulation plates symmetrically arranged; the positioning component comprises positioning columns symmetrically arranged at two ends of the outer side of the heat-insulating layer, the positioning columns can be locked in the positioning grooves through the matching of the positioning columns, the positioning grooves, the fastening bolts, the ejector rods and other structures, the locking can be released when the fastening bolts are loosened, the assembly is convenient, the fastening connection of the shear wall plate and the heat-insulating layer can be realized, the connection strength is greatly enhanced, the loosening displacement of parts is effectively prevented, and the stability and the service life of the structure are improved.
Description
Technical Field
The invention belongs to the technical field of shear walls, and particularly relates to a sandwich heat-insulating ring rib shear wall structure.
Background
The shear wall is also called as a wind-resistant wall or an earthquake-resistant wall or a structural wall, and is divided into a plane shear wall and a barrel shear wall, wherein the plane shear wall is used in a reinforced concrete frame structure, a riser structure and a flat slab system, the barrel shear wall is used in a high-rise building, a high-rise structure and a suspension structure, and the barrel shear wall can be divided into a steel plate shear wall, a reinforced concrete shear wall and a reinforced building block shear wall according to structural materials.
But there are more defects in current core heat preservation ring muscle shear force wall in practical application, for example, the joint strength between insulation panel structure and the shear force wallboard is not good, and the heated board takes place not hard up displacement easily to the whole fastness that leads to combining is poor, and easy fracture drops and seeps water, has influenced shear force wall structure's stability and life greatly.
Disclosure of Invention
The invention aims to provide a sandwich heat-insulating ring rib shear wall structure to solve the problems that the connection strength between a heat-insulating plate structure and a shear wall plate is poor, and the stability and the service life are influenced in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: a sandwich heat-insulation ring rib shear wall structure comprises a shear wall assembly, wherein the shear wall assembly comprises a heat insulation layer, shear wall plates symmetrically arranged on two sides of the heat insulation layer, a ring rib structure and a concrete layer, the ring rib structure is wound on the outer sides of the heat insulation layer and the shear wall plates, the concrete layer is arranged outside the shear wall plates and the ring rib structure, and the heat insulation layer comprises two XPS heat insulation plates symmetrically arranged; the locating component comprises locating columns, locating grooves and locating holes, wherein the locating columns, the locating grooves and the locating holes are symmetrically arranged at two ends of the outer side of the heat preservation layer, the cavity grooves and the fastening bolts are symmetrically arranged at two ends of the inner side of the shear wall plate, the sliding blocks, the ejector rods, the first springs and the locating holes are arranged in the cavity grooves, the locating grooves are arranged on the inner side of the shear wall plate, the fastening bolts are connected to the outer side of the shear wall plate in a screwing mode, one ends of the ejector rods penetrate through the sliding blocks and extend to the inside of the locating grooves, the first springs are arranged on the ejector rods, the locating holes are arranged on the locating columns, and the locating holes are matched with the ejector rods.
Preferably, a reinforcement assembly is included; the reinforcing component comprises a first clamping head, a first clamping groove, a second clamping groove and a second clamping head, wherein the first clamping head is installed on the outer side of the heat preservation layer, the second clamping head is fixed on the inner side of the shear wall plate, the second clamping groove is arranged on the outer side of the heat preservation layer, the first clamping groove is arranged on the inner side of the shear wall plate, the first clamping groove is matched with the first clamping head, and the second clamping groove is matched with the second clamping head.
Preferably, a reinforcement assembly is included; strengthen the subassembly and install in the rubber and plastic sheet layer of the sheet layer both sides that give sound insulation including the sheet layer that gives sound insulation and symmetry, and the sheet layer that gives sound insulation sets up between two XPS heated boards.
Preferably, a compression resistant assembly; the resistance to compression subassembly is including offering hollow pore, the symmetrical fixed block and the second spring of installing in the inside both ends of hollow pore in the XPS heated board, and the second spring is fixed in between two fixed blocks.
Preferably, the annular rib structure comprises a longitudinal annular rib and a transverse annular rib, and the transverse annular rib is vertically arranged outside the longitudinal annular rib.
Preferably, the end of the fastening bolt extends to the inside of the cavity, and the end of the fastening bolt is provided with a lug.
Preferably, one end of the ejector rod, which is close to the bump, is provided with an inclined block, and the inclined block is abutted to the bump.
Preferably, one end of the first spring is fixedly connected with the sliding block, and the other end of the first spring is fixedly connected with the inner wall of the cavity groove.
Preferably, the first chuck and the second chuck are distributed at intervals, and both the first chuck and the second chuck are in a semi-cylindrical structure.
Preferably, the interval between two adjacent hollow pore channels is equal, and the inner wall of the positioning hole is provided with an anti-skid convex line.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, through the matching of the positioning column, the positioning groove, the fastening bolt, the ejector rod and other structures, the positioning column can be locked in the positioning groove, and the locking can be released when the fastening bolt is loosened, so that the assembly is convenient, the fastening connection between the shear wall plate and the heat-insulating layer can be realized, the connection strength is greatly enhanced, the loosening and displacement of parts are effectively prevented, and the stability and the service life of the structure are improved;
meanwhile, the shear wall plate and the heat-insulating layer can be tightly meshed together through the matching of the first clamping head, the first clamping groove, the second clamping head and the second clamping groove, so that the firmness between the shear wall plate and the heat-insulating layer is further enhanced, the rainwater permeation path is increased, the overall performance is excellent, and the waterproof effect is greatly improved;
in addition, the sound insulation effect of the shear wall can be greatly enhanced by additionally arranging the sound insulation plate layer and the rubber plastic plate layer, so that the noise transmission is effectively reduced, and the functionality of the shear wall is improved;
by arranging the hollow pore channel, the use of an XPS insulation board material can be reduced, so that the insulation performance of the shear wall can be further enhanced;
through the cooperation of the fixed block and the second spring, when the shear wall is disturbed or impacted by earthquake, the buffer protection effect can be further played, so that the compression resistance and the shock resistance of the shear wall are greatly improved, and the service life of the shear wall is prolonged.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the construction of the present invention when the insulation is attached to a shear wall panel;
FIG. 3 is a schematic view of the internal structure of the insulation of the present invention;
FIG. 4 is an enlarged view of portion A of FIG. 2;
FIG. 5 is an enlarged view of portion B of FIG. 3;
in the figure: 1. a heat-insulating layer; 101. XPS insulation board; 2. a shear wall panel; 3. a ring rib structure; 31. longitudinal ring ribs; 32. transverse ring ribs; 4. a concrete layer; 51. a positioning column; 52. positioning a groove; 53. a cavity groove; 54. fastening a bolt; 55. a slider; 56. a top rod; 57. a first spring; 58. positioning holes; 61. a first chuck; 62. a first card slot; 63. a second card slot; 64. a second chuck; 71. a sound insulation board layer; 72. a rubber-plastic plate layer; 81. a hollow bore; 82. a fixed block; 83. a second spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, a sandwich thermal insulation ring rib shear wall structure comprises a shear wall assembly, wherein the shear wall assembly comprises a thermal insulation layer 1, shear wall plates 2 symmetrically arranged on two sides of the thermal insulation layer 1, a ring rib structure 3 and a concrete layer 4, wherein the ring rib structure 3 is wound on the outer sides of the thermal insulation layer 1 and the shear wall plates 2, the concrete layer 4 is arranged outside the shear wall plates 2 and the ring rib structure 3, and the thermal insulation layer 1 comprises two XPS thermal insulation plates 101 symmetrically arranged; the positioning assembly comprises positioning columns 51 symmetrically arranged at two ends of the outer side of the heat-insulating layer 1, positioning grooves 52, cavity grooves 53 symmetrically arranged at two ends of the inner side of the shear wall plate 2, fastening bolts 54, sliding blocks 55 arranged in the cavity grooves 53, ejector rods 56, first springs 57 and positioning holes 58, wherein the positioning grooves 52 are arranged on the inner side of the shear wall plate 2, the fastening bolts 54 are connected to the outer side of the shear wall plate 2 in a screwing mode, one ends of the ejector rods 56 penetrate through the sliding blocks 55 and extend to the inner parts of the positioning grooves 52, the first springs 57 are arranged on the ejector rods 56, the positioning holes 58 are arranged on the positioning columns 51, and the positioning holes 58 are matched with the ejector rods 56.
Through the technical scheme:
specifically, during the use, through reference column 51 and the mutual grafting cooperation of constant head tank 52, can assemble two shear force wallboard 2 fast on heat preservation 1, then rotate fastening bolt 54, make fastening bolt 54 get into chamber 53 and support and press the motion of ejector pin 56, later ejector pin 56 drives the slider 55 and removes, make slider 55 extrude first spring 57, then ejector pin 56 stretches into constant head tank 52 and inserts locating hole 58, thereby can lock constant head tank 51 in constant head tank 52, and not hard up fastening bolt 54 can relieve the locking, convenient assembly, and then through this locating component, can realize shear force wallboard 2 and heat preservation 1's fastening connection, joint strength has been strengthened greatly, the not hard up displacement of part has effectively been prevented, the stability and the life of structure are improved.
Referring to fig. 2, a reinforcement assembly is included; the reinforcing component comprises a first clamping head 61, a first clamping groove 62, a second clamping groove 63 and a second clamping head 64, wherein the first clamping head 61 is installed on the outer side of the heat insulation layer 1, the second clamping head 64 is fixed on the inner side of the shear wall plate 2, the second clamping groove 63 is arranged on the outer side of the heat insulation layer 1, the first clamping groove 62 is arranged on the inner side of the shear wall plate 2, the first clamping groove 62 is matched with the first clamping head 61, and the second clamping groove 63 is matched with the second clamping head 64.
Through the technical scheme:
specifically, when shear force wallboard 2 is connected with heat preservation 1, first dop 61 can with the mutual gomphosis of first draw-in groove 62, and second dop 64 can with the mutual gomphosis of second draw-in groove 63, and first dop 61 can with the crisscross interval distribution each other of first dop 61, through this connected mode, can make inseparable interlock between shear force wallboard 2 and the heat preservation 1 be in the same place, thereby further reinforcing the fastness between shear force wallboard 2 and the heat preservation 1, and make the infiltration route of rainwater increase, the wholeness can be excellent, the water-proof effects is greatly improved.
Referring to fig. 3, a reinforcement assembly is included; the reinforcement assembly includes a sound insulation sheet layer 71 and rubber and plastic sheet layers 72 symmetrically installed at both sides of the sound insulation sheet layer 71, and the sound insulation sheet layer 71 is disposed between the two XPS insulation boards 101.
Through the technical scheme:
specifically, through add syllable-dividing sheet layer 71 in heat preservation 1, syllable-dividing sheet layer 71 adopts the polyester fiber material to make, and is equipped with rubber and plastic sheet layer 72 on the syllable-dividing sheet layer 71, and rubber and plastic sheet layer 72 is made by elasticity obturator material, under the dual function of this structure, can strengthen the syllable-dividing effect of shear force wall greatly to the effectual noise transmission that has reduced has improved the functionality of shear force wall.
Referring to fig. 3 and 5, including a compression resistant assembly; the compression-resistant assembly comprises a hollow hole 81 arranged in the XPS insulation board 101, fixing blocks 82 and a second spring 83, wherein the fixing blocks 82 and the second spring 83 are symmetrically arranged at two ends of the inside of the hollow hole 81, and the second spring 83 is fixed between the two fixing blocks 82.
Through the technical scheme:
specifically, when the XPS shear wall is used, the hollow pore channel 81 is arranged, so that the use of the XPS insulation board 101 material can be reduced, a hollow space is formed in the XPS insulation board, and the heat insulation performance of the shear wall can be further enhanced due to the poor transmission effect of the temperature in the gas;
and through the matching of the fixed block 82 and the second spring 83, when the shear wall is interfered or impacted by an earthquake, a buffering protection effect can be further achieved, so that the compression resistance and the shock resistance of the shear wall are greatly improved, and the service life of the shear wall is prolonged.
Referring to fig. 1 to 5, the annular rib structure 3 includes a longitudinal annular rib 31 and a transverse annular rib 32, the transverse annular rib 32 is vertically disposed outside the longitudinal annular rib 31, an end of the fastening bolt 54 extends into the cavity 53, an end of the fastening bolt 54 is provided with a projection, one end of the ejector rod 56 close to the projection is provided with an oblique block, the oblique block abuts against the projection, one end of the first spring 57 is fixedly connected with the slider 55, the other end of the first spring 57 is fixedly connected with an inner wall of the cavity 53, the first chuck 61 and the second chuck 64 are alternately disposed, the first chuck 61 and the second chuck 64 are both semi-cylindrical structures, intervals of two adjacent hollow ducts 81 are equal, and an anti-slip ridge is disposed on an inner wall of the positioning hole 58.
Through the technical scheme:
when the shear wall is used, the heat-insulating layer 1 and the shear wall plate 2 can be limited and fixed through the annular rib structure 3, and the structural strength of the shear wall can be greatly improved after concrete is poured;
through setting up lug and sloping block, make things convenient for fastening bolt 54 to support and press ejector pin 56 to remove, and separate through the crisscross interval of first dop 61 and second dop 64, inseparable degree when having improved the laminating greatly.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. The utility model provides a core heat preservation ring muscle shear wall structure which characterized in that includes:
the shear wall assembly comprises a heat insulation layer (1), shear wall plates (2) symmetrically arranged on two sides of the heat insulation layer (1), a ring rib structure (3) and a concrete layer (4), wherein the ring rib structure (3) is wound on the outer sides of the heat insulation layer (1) and the shear wall plates (2), the concrete layer (4) is arranged outside the shear wall plates (2) and the ring rib structure (3), and the heat insulation layer (1) comprises two XPS heat insulation plates (101) symmetrically arranged;
the positioning assembly comprises positioning columns (51) symmetrically arranged at two ends of the outer side of the heat-insulating layer (1), positioning grooves (52), cavity grooves (53) symmetrically arranged at two ends of the inner part of the shear wall plate (2), fastening bolts (54), a sliding block (55) arranged in the cavity grooves (53), ejector rods (56), first springs (57) and positioning holes (58), wherein the positioning grooves (52) are arranged on the inner side of the shear wall plate (2), the fastening bolts (54) are connected to the outer side of the shear wall plate (2) in a screwing mode, one ends of the ejector rods (56) penetrate through the sliding block (55) and extend to the inner parts of the positioning grooves (52), the first springs (57) are arranged on the ejector rods (56), the positioning holes (58) are arranged on the positioning columns (51), and the positioning holes (58) are matched with the ejector rods (56).
2. The sandwich insulation ring rib shear wall structure of claim 1, characterized in that: comprises a reinforcing component;
strengthen the subassembly and include first dop (61), first draw-in groove (62), second draw-in groove (63) and second dop (64), wherein first dop (61) are installed in the outside of heat preservation (1), the inboard of shear force wallboard (2) is fixed in second draw-in groove (64), the outside of heat preservation (1) is seted up in second draw-in groove (63), the inboard of shear force wallboard (2) is seted up in first draw-in groove (62), and first draw-in groove (62) and first dop (61) phase-match, second draw-in groove (63) and second dop (64) phase-match.
3. The sandwich insulation ring rib shear wall structure of claim 2, characterized in that: comprises a reinforcing component;
strengthen the subassembly including syllable-dividing sheet layer (71) and symmetry install in the rubber and plastic sheet layer (72) of syllable-dividing sheet layer (71) both sides, and syllable-dividing sheet layer (71) set up between two XPS heated boards (101).
4. The sandwich insulation ring rib shear wall structure according to claim 3, characterized in that: comprises a pressure-resistant component;
the resistance to compression subassembly is including offering hollow pore (81) in XPS heated board (101), symmetrical mounting in fixed block (82) and second spring (83) at the inside both ends of hollow pore (81), and second spring (83) are fixed in between two fixed blocks (82).
5. The sandwich insulation ring rib shear wall structure of claim 4, wherein: the ring rib structure (3) comprises a longitudinal ring rib (31) and a transverse ring rib (32), and the transverse ring rib (32) is vertically arranged outside the longitudinal ring rib (31).
6. The sandwich insulation ring rib shear wall structure of claim 5, characterized in that: the end of the fastening bolt (54) extends to the inside of the cavity groove (53), and the end of the fastening bolt (54) is provided with a lug.
7. The sandwich insulation ring rib shear wall structure of claim 6, wherein: one end of the ejector rod (56) close to the bump is provided with an inclined block, and the inclined block is abutted to the bump.
8. The sandwich insulation ring rib shear wall structure of claim 7, wherein: one end of the first spring (57) is fixedly connected with the sliding block (55), and the other end of the first spring (57) is fixedly connected with the inner wall of the cavity groove (53).
9. The sandwich insulation ring rib shear wall structure of claim 8, wherein: the first clamping head (61) and the second clamping head (64) are distributed at intervals, and the first clamping head (61) and the second clamping head (64) are of semi-cylindrical structures.
10. The sandwich insulation ring rib shear wall structure of claim 9, wherein: the intervals of two adjacent hollow pore channels (81) are equal, and the inner wall of the positioning hole (58) is provided with an anti-skid convex line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210150252.7A CN114607063A (en) | 2022-02-18 | 2022-02-18 | Sandwich heat-insulation ring rib shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210150252.7A CN114607063A (en) | 2022-02-18 | 2022-02-18 | Sandwich heat-insulation ring rib shear wall structure |
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| CN114607063A true CN114607063A (en) | 2022-06-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210150252.7A Pending CN114607063A (en) | 2022-02-18 | 2022-02-18 | Sandwich heat-insulation ring rib shear wall structure |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2489845A1 (en) * | 2003-12-12 | 2005-06-12 | Simpson Manufacturing Corporation, Inc. | Corrugated shearwall |
| CN108756136A (en) * | 2018-08-06 | 2018-11-06 | 许戈诺 | A kind of elastic heat floor |
| CN211949030U (en) * | 2020-03-12 | 2020-11-17 | 潮峰钢构集团有限公司 | Anti-seismic section steel structure shear wall |
| CN212078317U (en) * | 2019-12-30 | 2020-12-04 | 内蒙古中朵远大建筑工业有限公司 | Sandwich heat-insulation double-leather-ring-rib shear wall structure |
| CN212444314U (en) * | 2020-05-27 | 2021-02-02 | 浙江昊创幕墙工程有限公司 | Cutting machine linkage system |
| CN112837945A (en) * | 2021-03-24 | 2021-05-25 | 深圳市国立智能电力科技有限公司 | Super capacitor module |
-
2022
- 2022-02-18 CN CN202210150252.7A patent/CN114607063A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2489845A1 (en) * | 2003-12-12 | 2005-06-12 | Simpson Manufacturing Corporation, Inc. | Corrugated shearwall |
| CN108756136A (en) * | 2018-08-06 | 2018-11-06 | 许戈诺 | A kind of elastic heat floor |
| CN212078317U (en) * | 2019-12-30 | 2020-12-04 | 内蒙古中朵远大建筑工业有限公司 | Sandwich heat-insulation double-leather-ring-rib shear wall structure |
| CN211949030U (en) * | 2020-03-12 | 2020-11-17 | 潮峰钢构集团有限公司 | Anti-seismic section steel structure shear wall |
| CN212444314U (en) * | 2020-05-27 | 2021-02-02 | 浙江昊创幕墙工程有限公司 | Cutting machine linkage system |
| CN112837945A (en) * | 2021-03-24 | 2021-05-25 | 深圳市国立智能电力科技有限公司 | Super capacitor module |
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Application publication date: 20220610 |