CN115450350A - Flexibly connected inner partition wall structure and mounting method thereof - Google Patents
Flexibly connected inner partition wall structure and mounting method thereof Download PDFInfo
- Publication number
- CN115450350A CN115450350A CN202211121897.4A CN202211121897A CN115450350A CN 115450350 A CN115450350 A CN 115450350A CN 202211121897 A CN202211121897 A CN 202211121897A CN 115450350 A CN115450350 A CN 115450350A
- Authority
- CN
- China
- Prior art keywords
- partition wall
- inner partition
- wall unit
- pair
- plates
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000005192 partition Methods 0.000 title claims abstract description 414
- 238000000034 method Methods 0.000 title claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 44
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 14
- 238000006073 displacement reaction Methods 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Images
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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2002/7461—Details of connection of sheet panels to frame or posts
Landscapes
- 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)
- Mechanical Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a flexibly connected inner partition wall structure and an installation method thereof, wherein the flexibly connected inner partition wall structure comprises inner partition wall upright posts (1), inner partition wall cross beams (2), inner partition wall unit plates (3), a first wall bottom fixing piece (4), a second wall bottom fixing piece (5), a clamping piece (6), a flexible filling material (7) and a sliding connecting piece (9); the inner partition wall unit plates are embedded between a pair of inner partition wall stand columns and a pair of inner partition wall cross beams, the inner partition wall unit plates are connected with the inner partition wall cross beams through a first wall bottom fixing piece and a second wall bottom fixing piece, two adjacent inner partition wall unit plates are connected with the inner partition wall cross beams in a sliding mode through sliding connecting pieces, and the inner partition wall unit plates on two sides are connected with the inner partition wall stand columns through clamping pieces; flexible filling materials are filled among the inner partition wall unit plates, the inner partition wall cross beams and the inner partition wall upright columns. The invention can ensure the release of horizontal force of the inner partition wall structure during earthquake while realizing the stable and reliable installation of the inner partition wall structure through a flexible connection mode, thereby ensuring the safety of the inner partition wall structure.
Description
Technical Field
The invention relates to an inner partition wall structure and an installation method thereof, in particular to a flexibly connected inner partition wall structure and an installation method thereof.
Background
In earthquake, the loss and damage caused by the damage of the non-structural member of the building are not negligible, and the inner partition wall serving as the main non-structural member of the building is often subjected to shear damage under the action of earthquake. In an assembly type seismic isolation structure system, if the inner partition wall is fixed by adopting the currently mainstream rigid connection mode, when an earthquake occurs, the main body structure can be greatly deformed, but the inner partition wall has no deformability, so that serious damage can be caused, the use of the building function is influenced, and the overall safety level of a building is reduced.
The requirement of normal use of the non-structural member under the condition of medium earthquake is stipulated in the anti-seismic management regulations of construction engineering. As a result, the integrity of the inner partition wall after earthquake becomes as important as the main structure. In addition, the inner partition wall is arranged inside a building, so that the damage to the life safety of people after the inner partition wall is damaged in an earthquake is direct and serious, and the rigidly connected wall is extremely quick in damage, so that the time for the people to leave is not given, and the serious personal and property loss is caused.
Therefore, it is important to provide an inner partition wall with a flexible connection manner, so that the inner partition wall can deform greatly along with a main body structure under the action of an earthquake.
Disclosure of Invention
The invention aims to provide a flexibly connected inner partition wall structure and an installation method thereof, which can ensure the release of horizontal force of the inner partition wall structure during earthquake while realizing the stable and reliable installation of the inner partition wall structure through a flexible connection mode, thereby ensuring the safety of the inner partition wall structure.
The invention is realized by the following steps:
a flexibly connected inner partition wall structure comprises inner partition wall stand columns, inner partition wall cross beams, inner partition wall unit boards, a first wall bottom fixing piece, a second wall bottom fixing piece, clamping pieces, flexible filling materials and sliding connecting pieces; the pair of inner partition wall upright columns and the pair of inner partition wall cross beams are connected to form a rectangular outer frame structure of the inner partition wall, and a plurality of inner partition wall unit plates are sequentially embedded in the rectangular outer frame structure to form the inner partition wall structure; the bottoms of the first inner partition wall unit board and the last inner partition wall unit board are connected with the inner partition wall beam positioned below through second wall bottom fixing pieces, two adjacent inner partition wall unit boards are spliced seamlessly, the bottoms of the two adjacent inner partition wall unit boards are connected through first wall bottom fixing pieces, and the first wall bottom fixing pieces are arranged on the inner partition wall beam positioned below; the tops of two adjacent inner partition wall unit plates are connected to the inner partition wall beam above in a sliding manner through sliding connecting pieces, and the two inner partition wall unit plates positioned at the two side ends of the inner partition wall structure are respectively connected with a pair of inner partition wall stand columns through clamping pieces; gaps are reserved between the tops of the inner partition wall unit plates and the inner partition wall cross beam above the inner partition wall unit plates and between the inner partition wall unit plates on the two sides and the pair of inner partition wall upright columns, and flexible filling materials are filled in the gaps.
The sliding connecting piece comprises an upper connecting piece, a lower connecting piece and a pin shaft; a pair of first ear plates are formed at the bottom of the upper connecting piece, a second ear plate is formed at the top of the lower connecting piece, and the second ear plate is inserted between the pair of first ear plates; sliding grooves are formed in the first lug plates and the second lug plates, and a pin shaft penetrates through the first lug plates and the second lug plates through the sliding grooves, so that the upper connecting piece and the lower connecting piece can be connected in a sliding mode through the pin shaft; the upper connecting piece is fixedly connected with the inner partition wall beam positioned above the upper connecting piece, and the lower connecting piece is fixedly connected with the inner partition wall unit plate;
the sliding groove is of a long strip structure, and the length direction of the sliding groove is parallel to the length direction of the inner partition wall beam; the pair of first ear plates and the second ear plates are arranged in parallel, and a gap is reserved between the pair of first ear plates and the second ear plates.
A plurality of connecting holes are formed in the lower flange of the upper inner partition wall beam, and the upper connecting piece is connected with the upper inner partition wall beam through the connecting holes by a plurality of bolts; the lower connecting piece is of an inverted U-shaped structure, and the upper ends of the inner partition wall unit plates are inserted into the notches of the inverted U-shaped structure and are fixedly connected through the through bolts.
A pair of third ear plates are formed at the top of the first wall bottom fixing piece, and the lower end corners of two adjacent inner partition wall unit plates are inserted between the pair of third ear plates and are connected and fixed through two opposite-penetrating bolts; a plurality of connecting holes are formed in the upper flange of the lower inner partition wall beam, and the bottom of the first wall bottom fixing piece is connected with the inner partition wall beam through the connecting holes through a plurality of bolts.
A pair of fourth ear plates are formed at the top of the second wall bottom fixing piece, and the lower end corners of the first inner partition wall unit plate and the last inner partition wall unit plate are inserted between the pair of fourth ear plates and are connected and fixed through a pair of through bolts; a plurality of connecting holes are formed in the upper flange of the lower inner partition wall beam, and the bottom of the second wall bottom fixing piece is connected with the inner partition wall beam through the connecting holes through a plurality of bolts.
A pair of fifth ear plates are formed on one side of the clamping piece, and the edge of the inner partition wall unit plate positioned at the side end of the inner partition wall structure is inserted between the pair of fifth ear plates; a plurality of connecting holes are formed in the side flange of the inner partition wall upright post, and the other side of the clamping piece is connected with the inner partition wall upright post through the connecting holes through a plurality of bolts.
And flexible material plates are arranged on the inner walls of the pair of fifth ear plates and are attached in gaps between the inner partition wall unit plates and the fifth ear plates.
The upper end of the inner partition wall unit plate is provided with a plurality of buckles, the buckles are located below the inner partition wall cross beam located above, and the flexible filling material above the inner partition wall unit plate is fixed through the buckles.
The buckle is of an H-shaped structure, the flexible filling material is embedded into an upper opening of the buckle, and the upper end of the inner partition wall unit plate is embedded into a lower opening of the buckle and is connected and fixed through the shooting nail.
A method for installing a flexibly connected inner partition wall structure comprises the following steps:
step 1: a pair of inner partition wall upright columns and a pair of inner partition wall cross beams are assembled to form a rectangular outer frame structure of the inner partition wall;
and 2, step: installing a plurality of clamping pieces on a pair of inner partition wall stand columns, and enabling the opening ends of the clamping pieces to face the inside of the rectangular outer frame structure;
and step 3: installing an upper connecting piece of a sliding connecting piece on an inner partition wall beam positioned above, and installing a first wall bottom fixing piece and a second wall bottom fixing piece on an inner partition wall beam positioned below;
and 4, step 4: the lower end of a first inner partition wall unit plate is arranged on an inner partition wall beam positioned below the first inner partition wall unit plate, and the first inner partition wall unit plate is clamped through a clamping piece on one inner partition wall upright column and is fixed through a first wall bottom fixing piece and a second wall bottom fixing piece;
and 5: arranging a second internal partition wall unit plate on the lower internal partition wall crossbeam, splicing the second internal partition wall unit plate and the first internal partition wall unit plate in a seamless adjacent manner, and fixing the first internal partition wall unit plate and the second internal partition wall unit plate through a first wall bottom fixing piece;
and 6: the lower connecting piece of the sliding connecting piece is connected between the upper connecting piece and the splicing seams at the upper ends of the first inner partition wall unit board and the second inner partition wall unit board in a sliding manner;
and 7: repeating the step 5 and the step 6 until the last two inner partition wall unit plates are not installed;
and step 8: the lower end of the last inner partition wall unit plate is arranged on the lower inner partition wall cross beam, and the last inner partition wall unit plate is clamped through a clamping piece on the other inner partition wall upright column and is fixed through a first wall bottom fixing piece and a second wall bottom fixing piece;
and step 9: the lower end of the last second internal partition wall unit plate is placed on the internal partition wall crossbeam positioned below and fixed through a first wall bottom fixing piece, and the upper end of the last second internal partition wall unit plate is connected with the internal partition wall crossbeam positioned above through a sliding connecting piece;
step 10: a plurality of buckles are arranged at the top of each inner partition wall unit plate and are arranged below the upper inner partition wall beam;
step 11: and filling flexible filling materials in gaps between the first inner partition wall unit board and the last inner partition wall unit board and the pair of inner partition wall upright posts and gaps between the top of each inner partition wall unit board and the inner partition wall crossbeam positioned above the inner partition wall unit boards.
Compared with the prior art, the invention has the following beneficial effects:
1. the sliding connecting piece is arranged, so that the horizontal displacement in the plane of the inner partition wall unit plate is realized through the relative sliding between the upper connecting piece and the lower connecting piece along the sliding groove, and the displacement out of the plane of the inner partition wall unit plate is realized through the gap between the first lug plate and the second lug plate, so that the displacement in two directions can be provided for the inner partition wall unit plate when an earthquake occurs, the horizontal force under the action of the earthquake can be fully released, and the inner partition wall structure is ensured not to be damaged before the main body structure of a building.
2. The invention is provided with the clamping piece and the flexible filling material, realizes the stable installation of the inner partition wall unit board through the clamping piece and the flexible material board inside the clamping piece, realizes the out-of-plane displacement of the inner partition wall unit board by utilizing the gap between the clamping piece and the inner partition wall unit board and the extrusion deformation of the flexible material board, realizes the vertical in-plane displacement of the inner partition wall unit board by utilizing the gap between the top of the inner partition wall unit board and the inner partition wall beam, and realizes the horizontal in-plane displacement of the wall body by utilizing the extrusion deformation of the flexible filling material during the earthquake, thereby avoiding the damage of the inner partition wall structure in the earthquake to cause the loss of personal property.
3. The invention adopts a bolt-connected detachable connection mode integrally, is convenient and quick to disassemble and assemble, can quickly replace damaged components in the earthquake and is convenient to repair after the earthquake.
Drawings
FIG. 1 is a front view of a flexibly connected internal partition wall structure of the present invention;
FIG. 2 is a perspective view of a sliding connector in a flexibly connected internal partition wall structure of the present invention;
FIG. 3 is an exploded view of a sliding connection member in a flexibly connected internal partition wall structure of the present invention;
FIG. 4 is a perspective view of a first wall bottom fixture of the flexibly connected interior partition wall structure of the present invention;
FIG. 5 is an exploded view of a first wall bottom fixture of the flexibly connected internal partition wall structure of the present invention;
FIG. 6 is a perspective view of a second wall bottom fixture of the flexibly connected interior partition wall structure of the present invention;
FIG. 7 is an exploded view of a second wall bottom fixture of the flexibly connected internal partition wall structure of the present invention;
FIG. 8 is a perspective view of a fastener of a flexibly connected internal partition wall structure of the present invention;
FIG. 9 is an exploded view of a snap member of the flexibly connected internal partition wall structure of the present invention;
FIG. 10 is a perspective view of a latch in a flexibly connected internal partition wall structure of the present invention;
FIG. 11 is an exploded view of a latch in a flexibly attached internal partition wall structure of the present invention; .
In the figure, a vertical column of the inner partition wall 1, a beam of the inner partition wall 2, a unit plate of the inner partition wall 3, a fixing part at the bottom of a first wall 4, a third ear plate 41, a fixing part at the bottom of a second wall 5, a fourth ear plate 51, a connecting part 6, a flexible material plate 61, a fifth ear plate 62, a flexible filling material 7, a buckle 8, a shooting nail 81, a sliding connecting part 9, an upper connecting part 91, a first ear plate 911, a lower connecting part 92, a second ear plate 921, a pin shaft 93, a sliding groove 94, a bolt 10 and a bolt 11 are arranged in a through manner.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to the attached drawing 1, a flexibly connected inner partition wall structure comprises inner partition wall upright posts 1, inner partition wall cross beams 2, inner partition wall unit plates 3, first wall bottom fixing pieces 4, second wall bottom fixing pieces 5, clamping pieces 6, flexible filling materials 7 and sliding connecting pieces 9; a pair of inner partition wall upright posts 1 and a pair of inner partition wall cross beams 2 are connected to form a rectangular outer frame structure of the inner partition wall, and a plurality of inner partition wall unit plates 3 are sequentially embedded in the rectangular outer frame structure to form the inner partition wall structure; the bottoms of the first and last inner partition wall unit boards 3 are connected with the inner partition wall cross beam 2 positioned below through second wall bottom fixing pieces 5, the two adjacent inner partition wall unit boards 3 are spliced in a seamless mode, the bottoms of the two adjacent inner partition wall unit boards 3 are connected through first wall bottom fixing pieces 4, and the first wall bottom fixing pieces 4 are installed on the inner partition wall cross beam 2 positioned below; the tops of two adjacent inner partition wall unit plates 3 are connected to the upper inner partition wall cross beam 2 in a sliding manner through sliding connecting pieces 9, and the two inner partition wall unit plates 3 positioned at the two side ends of the inner partition wall structure are respectively connected with a pair of inner partition wall upright posts 1 through clamping pieces 6; gaps are reserved between the tops of the inner partition wall unit plates 3 and the upper inner partition wall cross beams 2 and between the inner partition wall unit plates 3 on the two sides and the pair of inner partition wall upright columns 1, and flexible filling materials 7 are filled in the gaps.
The inner partition wall unit plate 3 can be installed in a sliding way through a sliding connecting piece 9, and flexible connection is achieved. During earthquake, the horizontal force under the earthquake action is released by sliding, so that the inner partition wall is not damaged before the main structure of the building is damaged; meanwhile, gaps are reserved between the top and two sides of the inner partition wall unit plate 3 and the rectangular outer frame structure, the integrity of the inner partition wall is guaranteed through the filling of the flexible filling material 7, and meanwhile, the inner partition wall is allowed to horizontally displace through extrusion deformation when an earthquake occurs, so that the inner partition wall is prevented from being damaged immediately when the earthquake occurs, and serious personal and property losses are avoided.
Referring to fig. 2 and 3, the sliding connector 9 includes an upper connector 91, a lower connector 92 and a pin 93; a pair of first ear plates 911 is formed at the bottom of the upper connector 91, a second ear plate 921 is formed at the top of the lower connector 92, and the second ear plate 921 is inserted between the pair of first ear plates 911; a pair of first lug plates 911 and a pair of second lug plates 921 are both formed with a sliding groove 94, and a pin shaft 93 penetrates through the pair of first lug plates 911 and the second lug plates 921 through the sliding groove 94, so that the upper connecting member 91 and the lower connecting member 92 can be connected in a sliding manner through the pin shaft 93; the upper connecting piece 91 is fixedly connected with the upper inner partition wall beam 2, and the lower connecting piece 92 is fixedly connected with the inner partition wall unit plate 3.
Preferably, the upper connecting member 91, the lower connecting member 92 and the pin 93 may be made of a metal material such as steel, the upper connecting member 91 and the pair of first lug plates 911 may be integrally formed, and the lower connecting member 92 and the second lug plates 921 may be integrally formed, so that the structural strength is high. Through the arrangement of the sliding groove 94, under the action of an earthquake, after the bolt connection part is damaged, the upper connecting piece 91 and the lower connecting piece 92 can relatively slide along the sliding groove 94, so that the requirement of deformation sliding is met in the earthquake, and the structural stability of the inner partition wall is ensured.
Referring to fig. 2 and fig. 3, the sliding groove 94 is a long structure, and the length direction of the sliding groove 94 is parallel to the length direction of the inner partition wall beam 2; the pair of first ear plates 911 and the second ear plate 921 are disposed in parallel, and a gap is left between the pair of first ear plates 911 and the second ear plate 921.
Preferably, the length of the sliding groove 94 is the maximum distance that allows the inner partition wall unit plate 3 to undergo the in-plane horizontal displacement, and the first and second ear plates 911 and 921 that are slidable are used to meet the in-plane horizontal displacement of the inner partition wall unit plate 3 during an earthquake, so as to prevent the inner partition wall from being damaged immediately during the earthquake. Meanwhile, a gap is left between the pair of first and second ear plates 911 and 921, the width of which is the maximum out-of-plane displacement allowed to occur by the inner partition wall unit plate 3. Therefore, the sliding connector 9 allows the internal partition wall unit plates 3 to simultaneously displace in two directions, so as to release horizontal force under the action of an earthquake and ensure that the whole internal partition wall is not damaged before the main structure of a building.
Referring to fig. 1 to 3, a plurality of connection holes (not shown) are formed in the lower flange of the upper inner partition wall beam 2, and the upper connection member 91 is connected to the upper inner partition wall beam 2 through the connection holes by a plurality of bolts 11; the lower connecting member 92 is of an inverted U-shaped structure, and the upper end of the inner partition wall unit plate 3 is inserted into the notch of the inverted U-shaped structure and is connected and fixed by the through bolt 10.
The connecting holes on the lower flange of the inner partition wall beam 2 can be arranged according to the installation number and the arrangement distance of the upper connecting pieces 91, so that the upper connecting pieces 91 can be conveniently installed and fixed. The opening width of the inverted U-shaped structure of the lower connecting member 92 is determined according to the thickness of the inner partition wall unit panel 3, so as to ensure that the inner partition wall unit panel 3 is fixedly connected through the lower connecting member 92.
Referring to fig. 1, 4 and 5, a pair of third ear plates 41 is formed at the top of the first wall bottom fixing member 4, and the lower end corners of two adjacent inner partition wall unit plates 3 are inserted between the pair of third ear plates 41 and are connected and fixed by two penetrating bolts 10; a plurality of connection holes (not shown) are formed in the upper flange of the lower inner partition wall cross member 2, and the bottom of the first wall bottom fixing member 4 is connected to the inner partition wall cross member 2 through the connection holes by a plurality of bolts 11.
Preferably, the width of the gap between the pair of third ear plates 41 is determined according to the thickness of the inner partition wall unit plates 3, and the pair of third ear plates 41 and the first wall bottom fixing member 4 can be integrally formed, and both are made of steel materials and are used for fixedly connecting two adjacent inner partition wall unit plates 3 and the inner partition wall cross beam 2.
Referring to fig. 1, 6 and 7, a pair of fourth ear plates 51 are formed at the top of the second wall bottom fixing member 5, and the lower end corners of the first and last inner partition wall unit plates 3 are inserted between the pair of fourth ear plates 51 and are connected and fixed by the through bolts 10; a plurality of connection holes (not shown) are formed in the upper flange of the lower inner partition wall cross member 2, and the bottom of the second wall bottom fixing member 5 is connected to the inner partition wall cross member 2 through the connection holes by a plurality of bolts 11.
Preferably, the width of the gap between the pair of fourth ear plates 51 is determined according to the thickness of the inner partition wall unit plate 3, and the pair of fourth ear plates 51 and the second wall bottom fixing member 5 can be integrally formed, and both are made of steel materials and are used for fixedly connecting the inner partition wall unit plate 3 and the inner partition wall beam 2.
Referring to fig. 1, 8 and 9, a pair of fifth ear plates 62 is formed on one side of the fastening member 6, and the edge of the inner partition wall unit plate 3 located at the side end of the inner partition wall structure is inserted between the pair of fifth ear plates 62; a plurality of connecting holes (not shown in the figure) are formed on the side flange of the inner partition wall upright post 1, and the other side of the clamping piece 6 is connected with the inner partition wall upright post 1 through the connecting holes by a plurality of bolts 11.
Preferably, the distance between the clamping member 6 and the two surfaces of the inner partition wall unit plate 3 is the maximum out-of-plane displacement allowed to occur in the inner partition wall unit plate 3, the flexible filling material 7 is arranged between the pair of fifth ear plates 62 of the clamping member 6 in a normal use state, and under the action of an earthquake, when the inner partition wall unit plate 3 has large displacement, the flexible filling material 7 is extruded and deformed to allow the inner partition wall unit plate 3 to have out-of-plane displacement. The clamping piece 6 and the pair of fifth ear plates 62 are integrally formed and are made of steel materials.
Referring to fig. 8 and 9, the inner walls of the fifth ear plates 62 are provided with flexible material plates 61, and the flexible material plates 61 are fitted in the gaps between the inner partition wall unit plate 3 and the fifth ear plates 62.
The flexible material plate 61 is used for limiting the out-of-plane displacement of the inner partition wall unit plate 3, and ensuring that the inner partition wall unit plate 3 is stably installed between the pair of fifth ear plates 62 without shaking.
Referring to fig. 1, fig. 10 and fig. 11, a plurality of buckles 8 are respectively disposed at the upper ends of the inner partition wall unit plates 3, the buckles 8 are located below the upper inner partition wall cross beam 2, and the flexible filling material 7 above the inner partition wall unit plates 3 is fixed by the plurality of buckles 8.
The flexible filling material 7 is fixed through the buckle 8, so that the filling stability of the flexible filling material 7 and the structural strength of the whole inner partition wall are ensured. The number of the buckles 8 can be determined according to the number of the inner partition wall unit plates 3, and two buckles 8 can be preferably arranged at the top of each inner partition wall unit plate 3.
The buckle 8 is in an H-shaped structure, the flexible filling material 7 is embedded into an upper opening of the buckle 8, and the upper end of the inner partition wall unit plate 3 is embedded into a lower opening of the buckle 8 and is connected and fixed through the shooting nail 81. The buckle 8 is convenient to install through the opening structure, is fixed through the shooting nail 81, and is convenient and quick to disassemble and assemble.
Referring to fig. 1 to 11, a method for installing a flexibly connected internal partition wall structure includes the following steps:
step 1: a pair of inner partition wall upright posts 1 and a pair of inner partition wall cross beams 2 are assembled to form a rectangular outer frame structure of the inner partition wall.
Preferably, the inner partition wall upright posts 1 and the inner partition wall cross beams 2 can be made of I-shaped steel, the inner partition wall upright posts 1 are provided with stiffening ribs and are prefabricated and formed in a factory, and connecting holes are reserved on flanges of the inner partition wall upright posts 1 and the inner partition wall cross beams 2 according to installation design requirements.
And 2, step: a plurality of clamping pieces 6 are arranged on a pair of inner partition wall upright posts 1, and the opening ends of the clamping pieces 6 face the inside of the rectangular outer frame structure.
Preferably, the clamping pieces 6 are installed on the flanges of the inner partition wall upright columns 1 through connecting holes by bolts, and the clamping pieces 6 on the pair of inner partition wall upright columns 1 are installed synchronously. The quantity of the clamping pieces 6 on each inner partition wall upright post 1 can be adjusted according to the height of the inner partition wall upright post 1 and the vertical splicing quantity of the inner partition wall unit plates 3, so that the inner partition wall unit plates 3 can be reliably installed through the clamping pieces 6.
And step 3: the upper connector 91 of the slide connector 9 is mounted on the inner partition wall cross member 2 located above, and the first and second wall bottom fixing members 4 and 5 are mounted on the inner partition wall cross member 2 located below.
Specifically, the upper connecting piece 91 is mounted on the flange of the upper inner partition wall beam 2 through the connecting hole by the bolt 11, and the first wall bottom fixing piece 4 and the second wall bottom fixing piece 5 are mounted on the flange of the lower inner partition wall beam 2 through the connecting hole by the bolt 11, so that the assembly and disassembly are convenient and rapid. The number of the upper connecting members 91, the first wall bottom fixing members 4 and the second wall bottom fixing members 5 is determined according to the number of the inner partition wall unit panels 3.
And 4, step 4: the lower end of a first inner partition wall unit plate 3 is arranged on an inner partition wall beam 2 located below, and the first inner partition wall unit plate 3 is clamped through a clamping piece 6 on one of inner partition wall upright posts 1 and is fixed through a first wall bottom fixing piece 4 and a second wall bottom fixing piece 5.
Preferably, the inner partition wall unit panel 3 may be an ALC (automated light weight Concrete) panel.
The step 4 comprises the following sub-steps:
step 4.1: the lower end of the first inner partition wall unit plate 3 is inserted between the pair of third ear plates 41 of the first wall bottom fixing member 4 and the pair of fourth ear plates 51 of the second wall bottom fixing member 5, and the upper end of the first inner partition wall unit plate 3 is lower than the upper connecting member 91, so that the subsequent installation of the lower connecting member 92 is facilitated.
Step 4.2: the flexible material plate 61 is attached to the inner walls of the pair of fifth ear plates 62 of the joint piece 6, the first inner partition wall unit plate 3 horizontally slides to the joint piece 6, so that the side edge of the first inner partition wall unit plate 3 is inserted between the pair of fifth ear plates 62 of the joint piece 6 and is attached to the flexible material plate 61 on the inner sides of the pair of fifth ear plates 62, and a gap is reserved between the first inner partition wall unit plate 3 and one of the inner partition wall upright posts 1.
Carry out spacing installation to interior partition wall cell board 3 through a pair of fifth otic placode 62 of joint spare 6, guarantee simultaneously through flexible material board 61 that the installation of interior partition wall cell board 3 is stable not rocked.
Step 4.3: and fixing a first wall bottom fixing piece 4 at one corner of the lower end of the first inner partition wall unit plate 3 through a through bolt 10, and fixing a second wall bottom fixing piece 5 at the other corner of the lower end of the first inner partition wall unit plate 3 through a through bolt 10.
The one end of mounting 4 is connected with a corner in the bottom of first piece interior partition wall cell board 3 at the bottom of first wall end, and the other end of mounting 4 is used for being connected with a corner in the bottom of partition wall cell board 3 in the second block at the bottom of first wall end to guarantee the reliability of being connected between two adjacent interior partition wall cell boards 3, guaranteed the wholeness and the structural strength of whole interior partition wall. The opposite-penetrating bolt 10 vertically penetrates through the third lug plate 41 and the first inner partition wall unit plate 3.
Step 4.4: the first wall bottom fixing piece 4 and the second wall bottom fixing piece 5 are installed on the flange of the inner partition wall beam 2 below through the connecting holes through the bolts 11, and the mounting and dismounting are convenient and fast.
And 5: and arranging the second inner partition wall unit plate 3 on the lower inner partition wall beam 2, splicing the second inner partition wall unit plate and the first inner partition wall unit plate 3 in a seamless adjacent mode, and fixing the second inner partition wall unit plate and the first inner partition wall unit plate through a first wall bottom fixing piece 4.
Specifically, the second inner partition wall unit panel 3 is pushed to be adjacent to the first inner partition wall unit panel 3. The bottom corner of first piece internal partition wall unit board 3 and the bottom corner of second piece internal partition wall unit board 3 share a first wall bottom fixing piece 4, will wear the perpendicular through connection third otic placode 41 of bolt 10 and the bottom corner of second piece internal partition wall unit board 3 and second piece internal partition wall unit board 3, make first piece internal partition wall unit board 3, second piece internal partition wall unit board 3 and be located the interior partition wall crossbeam 2 of below between connect fixedly.
Step 6: and the lower connecting piece 92 of the sliding connecting piece 9 is connected between the upper connecting piece 91 and the splicing seams at the upper ends of the first inner partition wall unit plate 3 and the second inner partition wall unit plate 3 in a sliding way.
The step 6 comprises the following sub-steps:
step 6.1: and the lower connecting piece 92 is erected at the splicing seam of the upper ends of the first inner partition wall unit plate 3 and the second inner partition wall unit plate 3 through a pair of second ear plates 921 and is used for connecting the two adjacent inner partition wall unit plates 3.
Step 6.2: and a pair of second ear plates 921 are connected with the first inner partition wall unit plate 3 and the second inner partition wall unit plate 3 by the through bolts 10.
The through bolt 10 is vertically connected with the first internal partition wall unit plate 3 and the second internal partition wall unit plate 3 in a penetrating manner, and the second ear plate 921 is fixedly connected with the first internal partition wall unit plate 3.
Step 6.3: the first ear plate 911 and the second ear plate 921 are connected through the pin 93 via the sliding groove 94, and the first ear plate 911 and the second ear plate 921 can slide relatively via the sliding groove 94, so as to meet the release of horizontal force during earthquake, and connect the first inner partition wall unit plate 3 and the second inner partition wall unit plate 3 with the upper inner partition wall beam 2.
And 7: and (5) repeating the step (5) and the step (6) until the last two inner partition wall unit plates (3) are not installed. The bottom corners of every two adjacent inner partition wall unit plates 3 share a first wall bottom fixing piece 4 to be connected and fixed and connected to the upper inner partition wall cross beam 2. The top corners of every two adjacent inner partition wall unit plates 3 share one sliding connecting piece 9 to be connected and fixed and connected to the inner partition wall cross beam 2 below.
And 8: the lower end of the last inner partition wall unit plate 3 is arranged on the lower inner partition wall cross beam 2, the last inner partition wall unit plate 3 is clamped through a clamping piece 6 on the other inner partition wall upright post 1 and is fixed through a first wall bottom fixing piece 4 and a second wall bottom fixing piece 5.
The installation mode of the bottom and the top of the last inner partition wall unit plate 3 is the same as that of the bottom and the top of the first inner partition wall unit plate 3, only the installation directions are different, the two are symmetrically arranged, and the description is omitted here.
And step 9: and finally, the lower end of the second inner partition wall unit plate 3 is arranged on the inner partition wall cross beam 2 positioned below and is fixed by the first wall bottom fixing piece 4, and the upper end of the second inner partition wall unit plate 3 is connected with the inner partition wall cross beam 2 positioned above through the sliding connecting piece 9.
Specifically, two bottom corners of the last second inner partition wall unit plate 3 are connected with the bottom corners of the last and the last third inner partition wall unit plates 3 through first wall bottom fixing pieces 4 respectively, and are fixed on the inner partition wall cross beam 2 below. And finally, two top corners of the second inner partition wall unit plate 3 are connected with the top corners of the last inner partition wall unit plate 3 and the last third inner partition wall unit plate 3 through sliding connectors 9 and connected to the upper inner partition wall cross beam 2.
Step 10: and a plurality of buckles 8 are arranged at the top of each inner partition wall unit plate 3, and the buckles 8 are arranged below the upper inner partition wall beam 2.
Specifically, an upper opening of the buckle 8 is used for clamping the flexible filling material 7, and a lower opening of the buckle 8 is used for clamping the inner partition wall unit plate 3 and is connected and fixed with the inner partition wall unit plate 3 through a shooting nail 81.
Step 11: a flexible filling material 7 is filled in the gaps between the first and last inner partition wall unit panels 3 and the pair of inner partition wall uprights 1, and the gap between the top of each inner partition wall unit panel 3 and the inner partition wall cross member 2 located above.
Preferably, the flexible filling material 7 can be rock wool material, which can ensure the integrity of the wall surface, play a role in sealing the partition of the inner partition wall, and have certain heat-insulating and fireproof performance.
The connection nodes of the inner partition wall unit plate 3, the first wall bottom fixing piece 4, the second wall bottom fixing piece 5, the clamping piece 6, the flexible filling material 7, the buckle 8 and the sliding connection piece 9 are connected in a detachable mode through bolts 11, opposite penetrating bolts 10 and the like, and after an earthquake, the damaged connection piece can be directly replaced, so that the repair after the earthquake is facilitated.
The present invention is not limited to the above embodiments, and any modifications, equivalent replacements, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a flexible connection's interior partition wall structure which characterized by: the novel wall comprises inner partition wall upright posts (1), inner partition wall cross beams (2), inner partition wall unit plates (3), a first wall bottom fixing piece (4), a second wall bottom fixing piece (5), a clamping piece (6), a flexible filling material (7) and a sliding connecting piece (9); a pair of inner partition wall upright posts (1) and a pair of inner partition wall cross beams (2) are connected to form a rectangular outer frame structure of an inner partition wall, and a plurality of inner partition wall unit plates (3) are sequentially embedded in the rectangular outer frame structure to form the inner partition wall structure; the bottoms of the first inner partition wall unit board and the last inner partition wall unit board (3) are connected with the inner partition wall crossbeam (2) positioned below through a second wall bottom fixing piece (5), two adjacent inner partition wall unit boards (3) are seamlessly spliced, the bottoms of the two adjacent inner partition wall unit boards (3) are connected through a first wall bottom fixing piece (4), and the first wall bottom fixing piece (4) is installed on the inner partition wall crossbeam (2) positioned below; the tops of two adjacent inner partition wall unit plates (3) are connected to the inner partition wall beam (2) above the inner partition wall in a sliding way through sliding connecting pieces (9), and the two inner partition wall unit plates (3) positioned at the two side ends of the inner partition wall structure are respectively connected with a pair of inner partition wall upright columns (1) through clamping pieces (6); gaps are reserved between the tops of the inner partition wall unit plates (3) and the inner partition wall cross beams (2) above the inner partition wall unit plates, and between the inner partition wall unit plates (3) on two sides and the pair of inner partition wall upright columns (1), and flexible filling materials (7) are filled in the gaps.
2. A flexibly connected internal partition wall structure according to claim 1, wherein: the sliding connecting piece (9) comprises an upper connecting piece (91), a lower connecting piece (92) and a pin shaft (93); a pair of first ear plates (911) is formed at the bottom of the upper connecting member (91), a second ear plate (921) is formed at the top of the lower connecting member (92), and the second ear plate (921) is inserted between the pair of first ear plates (911); a sliding groove (94) is formed in each of the first ear plate (911) and the second ear plate (921), and a pin shaft (93) penetrates through the first ear plate (911) and the second ear plate (921) through the sliding groove (94), so that the upper connecting piece (91) and the lower connecting piece (92) can be connected in a sliding manner through the pin shaft (93); the upper connecting piece (91) is fixedly connected with the upper inner partition wall beam (2), and the lower connecting piece (92) is fixedly connected with the inner partition wall unit plate (3);
the sliding groove (94) is of a long strip structure, and the length direction of the sliding groove (94) is parallel to the length direction of the inner partition wall beam (2); the pair of first ear plates (911) and the second ear plates (921) are arranged in parallel, and a gap is left between the pair of first ear plates (911) and the second ear plates (921).
3. A flexibly connected internal partition wall structure according to claim 2, wherein: a plurality of connecting holes are formed in the lower flange of the upper inner partition wall beam (2), and the upper connecting piece (91) is connected with the upper inner partition wall beam (2) through the connecting holes by a plurality of bolts (11); the lower connecting piece (92) is of an inverted U-shaped structure, and the upper end of the inner partition wall unit plate (3) is inserted into a notch of the inverted U-shaped structure and is fixedly connected through the opposite penetrating bolt (10).
4. A flexibly connected internal partition wall structure according to claim 1, wherein: a pair of third ear plates (41) is formed at the top of the first wall bottom fixing piece (4), and the lower end corners of two adjacent inner partition wall unit plates (3) are inserted between the pair of third ear plates (41) and are connected and fixed through two opposite penetrating bolts (10); a plurality of connecting holes are formed in the upper flange of the inner partition wall beam (2) located below, and the bottom of the first wall bottom fixing piece (4) is connected with the inner partition wall beam (2) through the connecting holes through a plurality of bolts (11).
5. A flexibly connected internal partition wall structure according to claim 1, wherein: a pair of fourth ear plates (51) are formed at the top of the second wall bottom fixing piece (5), and the lower end corners of the first inner partition wall unit plate and the last inner partition wall unit plate (3) are inserted between the fourth ear plates (51) and are connected and fixed through a pair of through bolts (10); a plurality of connecting holes are formed in the upper flange of the lower inner partition wall beam (2), and the bottom of the second wall bottom fixing piece (5) is connected with the inner partition wall beam (2) through the connecting holes through a plurality of bolts (11).
6. A flexibly connected internal partition wall structure according to claim 1, wherein: a pair of fifth ear plates (62) is formed on one side of the clamping piece (6), and the edge of the inner partition wall unit plate (3) positioned at the side end of the inner partition wall structure is inserted between the pair of fifth ear plates (62); a plurality of connecting holes are formed in the side flange of the inner partition wall upright post (1), and the other side of the clamping piece (6) is connected with the inner partition wall upright post (1) through the connecting holes by a plurality of bolts (11).
7. A flexibly connected internal partition wall structure according to claim 6, wherein: and flexible material plates (61) are arranged on the inner walls of the pair of fifth ear plates (62), and the flexible material plates (61) are attached to gaps between the inner partition wall unit plates (3) and the fifth ear plates (62).
8. A flexibly connected internal partition wall structure according to any one of claims 1 to 6, wherein: the upper end of the inner partition wall unit plate (3) is provided with a plurality of buckles (8), the buckles (8) are located below the inner partition wall beam (2) located above, and the flexible filling material (7) above the inner partition wall unit plate (3) is fixed through the buckles (8).
9. A flexibly connected internal partition wall structure according to claim 8, wherein: the buckle (8) is of an H-shaped structure, the flexible filling material (7) is embedded into an upper opening of the buckle (8), and the upper end of the inner partition wall unit plate (3) is embedded into a lower opening of the buckle (8) and is connected and fixed through the shooting nail (81).
10. A method for installing the flexibly connected internal partition wall structure of claim 8, wherein the method comprises the following steps: the method comprises the following steps:
step 1: a pair of inner partition wall upright posts (1) and a pair of inner partition wall cross beams (2) are spliced to form a rectangular outer frame structure of an inner partition wall;
step 2: installing a plurality of clamping pieces (6) on a pair of inner partition wall upright posts (1) so that the opening ends of the clamping pieces (6) face the inside of the rectangular outer frame structure;
and 3, step 3: installing an upper connecting piece (91) of a sliding connecting piece (9) on an upper inner partition wall beam (2), and installing a first wall bottom fixing piece (4) and a second wall bottom fixing piece (5) on a lower inner partition wall beam (2);
and 4, step 4: the lower end of a first inner partition wall unit board (3) is arranged on an inner partition wall crossbeam (2) positioned below, and the first inner partition wall unit board (3) is clamped through a clamping piece (6) on one inner partition wall upright post (1) and is fixed through a first wall bottom fixing piece (4) and a second wall bottom fixing piece (5);
and 5: arranging a second internal partition wall unit plate (3) on the lower internal partition wall beam (2), splicing the second internal partition wall unit plate and the first internal partition wall unit plate (3) in a seamless adjacent manner, and fixing the first internal partition wall unit plate (3) and the second internal partition wall unit plate (3) through a first wall bottom fixing piece (4);
step 6: a lower connecting piece (92) of the sliding connecting piece (9) is connected between an upper connecting piece (91) and the splicing seams at the upper ends of the first inner partition wall unit plate (3) and the second inner partition wall unit plate (3) in a sliding manner;
and 7: repeating the step 5 and the step 6 until the last two inner partition wall unit plates (3) are not installed;
and 8: the lower end of the last inner partition wall unit plate (3) is arranged on the lower inner partition wall cross beam (2), and the last inner partition wall unit plate (3) is clamped through a clamping piece (6) on the other inner partition wall upright post (1) and is fixed through a first wall bottom fixing piece (4) and a second wall bottom fixing piece (5);
and step 9: the lower end of the last second internal partition wall unit board (3) is placed on the internal partition wall crossbeam (2) positioned below and is fixed through a first wall bottom fixing piece (4), and the upper end of the last second internal partition wall unit board (3) is connected with the internal partition wall crossbeam (2) positioned above through a sliding connecting piece (9);
step 10: a plurality of buckles (8) are arranged at the top of each partition wall unit plate (3), and the buckles (8) are arranged below the upper partition wall cross beam (2);
step 11: and (3) filling flexible filling materials (7) in gaps between the first inner partition wall unit plate (3) and the last inner partition wall unit plate (3) and a pair of inner partition wall upright posts (1) and gaps between the top of each inner partition wall unit plate (3) and the inner partition wall cross beams (2) positioned above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211121897.4A CN115450350B (en) | 2022-09-15 | 2022-09-15 | Flexibly connected inner partition wall structure and installation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211121897.4A CN115450350B (en) | 2022-09-15 | 2022-09-15 | Flexibly connected inner partition wall structure and installation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115450350A true CN115450350A (en) | 2022-12-09 |
| CN115450350B CN115450350B (en) | 2024-03-12 |
Family
ID=84303921
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211121897.4A Active CN115450350B (en) | 2022-09-15 | 2022-09-15 | Flexibly connected inner partition wall structure and installation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115450350B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108831A (en) * | 2021-11-17 | 2022-03-01 | 中国航空规划设计研究总院有限公司 | Connection node of assembled external wall panel and installation and design method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139327U (en) * | 2014-08-06 | 2015-02-04 | 北京建筑大学 | Gas concrete out-hung panel waves node |
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN110306694A (en) * | 2019-07-15 | 2019-10-08 | 中建七局第四建筑有限公司 | A kind of filling wall construction system and assembled filled-in panel |
| CN211735898U (en) * | 2019-12-23 | 2020-10-23 | 佛山金意绿能新材科技有限公司 | Flexible connection structure of foamed ceramic wallboard |
| CN213773965U (en) * | 2020-11-05 | 2021-07-23 | 广州大学 | Assembled shock attenuation wall structure |
| WO2021169246A1 (en) * | 2020-02-28 | 2021-09-02 | 南京东垚建筑科技研究院有限公司 | Filler wall structure system of self-centering frame |
-
2022
- 2022-09-15 CN CN202211121897.4A patent/CN115450350B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139327U (en) * | 2014-08-06 | 2015-02-04 | 北京建筑大学 | Gas concrete out-hung panel waves node |
| CN108797847A (en) * | 2018-08-30 | 2018-11-13 | 河北建筑工程学院 | A kind of assembled steel frame wall filled with masonry structural system and its construction method |
| CN110306694A (en) * | 2019-07-15 | 2019-10-08 | 中建七局第四建筑有限公司 | A kind of filling wall construction system and assembled filled-in panel |
| CN211735898U (en) * | 2019-12-23 | 2020-10-23 | 佛山金意绿能新材科技有限公司 | Flexible connection structure of foamed ceramic wallboard |
| WO2021169246A1 (en) * | 2020-02-28 | 2021-09-02 | 南京东垚建筑科技研究院有限公司 | Filler wall structure system of self-centering frame |
| CN213773965U (en) * | 2020-11-05 | 2021-07-23 | 广州大学 | Assembled shock attenuation wall structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108831A (en) * | 2021-11-17 | 2022-03-01 | 中国航空规划设计研究总院有限公司 | Connection node of assembled external wall panel and installation and design method thereof |
| CN114108831B (en) * | 2021-11-17 | 2023-09-22 | 中国航空规划设计研究总院有限公司 | Connecting node of assembled external wall panel and installation and design method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115450350B (en) | 2024-03-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101406535B1 (en) | Steel plate shear wall structure using block assembly | |
| CN110306694B (en) | Infilled wall structure system and assembled infilled wallboard | |
| CN110042928B (en) | Modularized spliced house and construction method thereof | |
| CN115450350A (en) | Flexibly connected inner partition wall structure and mounting method thereof | |
| CN114411978A (en) | Dovetail-tenon concrete assembled enclosure wall building | |
| CN114856035A (en) | Assembled coincide and crack buckling restrained steel sheet shear wall structure | |
| KR101672469B1 (en) | Joint structure of modular system using the bracket, Construction method and Modular system thereby | |
| CN212689312U (en) | Assembled external wallboard | |
| CN213539287U (en) | Assembled steel material connection structure | |
| CN211817025U (en) | Prefabricated shear force wall of assembled | |
| CN103866859A (en) | Multi-layer moving combined house | |
| CN104674949A (en) | Portable shelter | |
| CN110878519A (en) | Emergency bridge structure for rapid assembling construction and construction method thereof | |
| CN111155658A (en) | Assembled abnormal shape node connecting device | |
| KR101632681B1 (en) | Joint structure of modular system using the plate, Construction method and Modular system thereby | |
| CN115110632A (en) | Self-resetting assembly type concrete beam column energy dissipation node and construction method | |
| CN213773965U (en) | Assembled shock attenuation wall structure | |
| CN215106032U (en) | T-shaped steel frame and assembly type building | |
| CN113898075A (en) | Slidable connection method and connection assembly for light wallboard filler wall and structural main body | |
| CA3211705A1 (en) | Cross-laminated timber and cold formed steel connector and system | |
| CN220978429U (en) | Composite material full mortise and tenon structural type box house | |
| CN221030985U (en) | Cross box-shaped combined steel column member | |
| CN217949419U (en) | Full-frame shear wall structure | |
| CN113073756B (en) | Combined partition board in building and construction method thereof | |
| CN218292374U (en) | Assembled shock attenuation light composite filling wallboard structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |