CN112695935B - Infilled wall structure of steel-concrete structure building and construction method thereof - Google Patents
Infilled wall structure of steel-concrete structure building and construction method thereof Download PDFInfo
- Publication number
- CN112695935B CN112695935B CN202011540780.0A CN202011540780A CN112695935B CN 112695935 B CN112695935 B CN 112695935B CN 202011540780 A CN202011540780 A CN 202011540780A CN 112695935 B CN112695935 B CN 112695935B
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- wall
- fixing
- prefabricated wall
- groove
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 39
- 230000007246 mechanism Effects 0.000 claims abstract description 27
- 238000000034 method Methods 0.000 claims abstract description 5
- 238000003780 insertion Methods 0.000 claims description 19
- 230000037431 insertion Effects 0.000 claims description 19
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 239000000945 filler Substances 0.000 abstract description 21
- 238000009434 installation Methods 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000006978 adaptation Effects 0.000 description 4
- 239000011449 brick Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000005192 partition Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011470 perforated brick Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000003466 welding 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
-
- 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
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The application relates to a filler wall structure of a steel-concrete structure building and a construction method thereof, relating to the field of filler wall construction and comprising a prefabricated wall board, a connecting plate, a fixing piece and a locking mechanism; a plurality of prefabricated wallboard is from supreme connecting gradually down and is located between the floor and the floor down, adjacent two be equipped with the connecting plate between the prefabricated wallboard, the horizontal segment is kept away from vertical portion's one side all rotates and is provided with the mounting panel, and rotation axis with the direction is laid to the length of prefabricated wallboard unanimously, the mounting is equipped with the multiunit, the mounting panel with through the multiunit between the prefabricated wallboard the mounting is connected fixedly, locking mechanism is equipped with two sets ofly, the superiors through a set of between prefabricated wallboard and the floor last locking mechanism locks fixedly, lower floor through another group between prefabricated wallboard and the floor down locking mechanism locks fixedly. The method has the advantages of saving masonry time of the filler wall and improving construction efficiency.
Description
Technical Field
The application relates to the field of infilled wall construction, in particular to an infilled wall structure of a steel-concrete structure building and a construction method of the infilled wall structure.
Background
The wall body is divided into a bearing wall and a non-bearing wall according to different structural stress conditions, wherein the non-bearing wall comprises a partition wall, a filler wall and a curtain wall, the partition wall divides an internal space, the wall with the weight born by a floor slab or a beam is called the partition wall, the light wall mainly hung between external frameworks is called the curtain wall, the wall filled between columns in a frame structure is called the frame filler wall, namely the filler wall, the filler wall plays a role in enclosure and separation, the weight is born by the beam columns, the filler wall is not bearing, the masonry of the filler wall can adopt aerated concrete blocks, perforated bricks, gray sand bricks and concrete blocks, the filler wall plays a great role in a building body, and belongs to an indispensable wall body structure in a building.
A chinese patent with application number CN201620309471.5 discloses a infilled wall structure, which includes top concrete structure, floor, left side concrete structure and right side concrete structure that are arranged in rectangular frame structure from top to bottom and from left to right, the floor is piled up with autoclaved aerated concrete block wall, and fiberglass gridding cloth is arranged between autoclaved aerated concrete block wall and left side concrete structure and right side concrete structure respectively.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: when the filler wall body is built, a plurality of autoclaved aerated concrete blocks are built layer by constructors, so that more time is consumed, and the construction efficiency is low.
Disclosure of Invention
In order to save the masonry time of a filler wall and improve the construction efficiency, the application provides a filler wall structure of a steel-concrete structure building and a construction method thereof.
In a first aspect, the application provides a infilled wall structure of steel-concrete structure building adopts following technical scheme:
a infilled wall structure of a steel-concrete structure building comprises prefabricated wall boards, connecting plates, fixing pieces and locking mechanisms;
prefabricated wallboard is equipped with a plurality ofly, and is a plurality of prefabricated wallboard connects gradually from supreme down and locates between the floor and the lower floor, adjacent two be equipped with the connecting plate between the prefabricated wallboard, the connecting plate includes: the prefabricated wall panel comprises two horizontal parts and two vertical parts, wherein one vertical part is arranged on the upper surface of one side of the horizontal part, the other vertical part is arranged on the lower surface of the other side of the horizontal part, the horizontal part is positioned between two adjacent prefabricated wall panels, and the close sides of the two vertical parts are respectively attached to the far sides of the two adjacent prefabricated wall panels;
horizontal portion keeps away from one side of vertical portion all rotates and is provided with the mounting panel, and rotation axis with the direction is laid unanimously to the length of prefabricated wallboard, the mounting is equipped with the multiunit, the mounting panel with pass through the multiunit between the prefabricated wallboard the mounting is connected fixedly, locking mechanism is equipped with two sets ofly, the superiors through a set of between prefabricated wallboard and the upper floor locking mechanism locks fixedly, lower floor prefabricated wallboard with lower floor between organize through another locking mechanism locks fixedly.
By adopting the technical scheme, the prefabricated wallboards can be prefabricated in a factory by splicing the prefabricated wallboards from top to bottom to form the filler wall, the prefabricated wallboards can be assembled on site during construction, the construction time of the filler wall is saved without building on site, the construction efficiency is improved, two adjacent prefabricated wallboards are connected and fixed through the connecting plates and the fixing pieces to ensure that the plurality of prefabricated wallboards are stably connected, the locking mechanism is convenient for the connection and fixation between the uppermost prefabricated wallboard and the lowermost prefabricated wallboard and the upper floor slab and the lower floor slab respectively, the spliced filler wall and the floor slab are connected into a whole, the mounting plate connected on the horizontal part is rotated, a constructor can place the upper prefabricated wallboard on the upper surface of the horizontal part from one side to facilitate the splicing and assembly of the prefabricated wallboards, and simultaneously the mounting plate is rotated and is vertical, and the fixing pieces ensure that the mounting plate is connected and fixed with the prefabricated wallboards, the installation plate and the vertical part form separating barriers on two opposite sides of the prefabricated wall body, the prefabricated wall body can be prevented from sliding along the direction perpendicular to the length direction of the prefabricated wall body, the fixing piece enables the prefabricated wall body to slide along the direction parallel to the length direction of the prefabricated wall body, and the installation of the prefabricated wall body is more stable.
Optionally, the fixing member includes: the plug board, the fixing plate, the threaded sleeve and the fixing bolt;
the prefabricated wall plate is characterized in that a plurality of inserting through holes are formed in the mounting plate and are distributed at intervals along the length direction of the mounting plate, the inserting through holes are obliquely and downwards distributed towards one side of the prefabricated wall plate, and inserting grooves are formed in the positions, corresponding to the inserting through holes, of the prefabricated wall plate;
one side of the insertion plate penetrates through the insertion through hole and is inserted into the insertion groove, the fixed plate is arranged on the other side of the insertion plate, one side, close to the prefabricated wall plate, of the fixed plate is attached to one side, far away from the prefabricated wall plate, of the mounting plate, and the mounting plate, the fixed plate and the prefabricated wall plate are fixedly connected through the fixing bolts.
Through adopting above-mentioned technical scheme, rotate the mounting panel and be vertical form, make grafting through-hole and inserting groove corresponding, run through the grafting through-hole with the plugboard, and in inserting the inserting groove, the plugboard that the slope set up makes and is difficult for taking place relative slip between prefabricated wallboard and the mounting panel, makes the installation of prefabricated wallboard more firm, and fixed plate and fixing bolt cooperate, make the plugboard difficult with prefabricated wallboard separation, ensure the steadiness of plugboard installation.
Optionally, the locking mechanism includes: the device comprises a sleeve, a rotating rod and a limiting piece;
the superiority prefabricated wallboard and lower floor one side that prefabricated wallboard kept away from has seted up fixing hole, fixing hole follows the length direction of prefabricated wallboard lays, the sleeve is located in the fixing hole, the dwang rotate install in the sleeve, and the axis of rotation with the direction parallel is laid to the length of prefabricated wallboard, the locating part is equipped with the multiunit, the multiunit the locating part interval is located on the dwang, rotate the dwang, the superiority pass through between prefabricated wallboard and the upper floor the locating part locking is fixed, lower floor pass through between prefabricated wallboard and the lower floor the locating part locking is fixed.
Through adopting above-mentioned technical scheme, when the prefabricated wallboard of installation the superiors or lower floor, rotate the dwang, the dwang drives a plurality of locating parts and rotates in step, and it is fixed to make locating part and last floor or locking before the floor down, thereby make the prefabricated wallboard of superiors and last floor, the prefabricated wallboard of lower floor and be difficult for taking place relative slip between the floor down, thereby make the infilled wall of concatenation and be connected fixedly between the floor and the last, lower floor and form wholly, make the installation of infilled wall more firm.
Optionally, the limiting member includes: a spring and a limiting block;
a fixed groove is formed in the peripheral wall of the rotating rod, the spring is located in the fixed groove, one end of the spring is fixedly connected with the inner bottom wall of the fixed groove, the limiting block is arranged at the other end of the spring, one end, close to the spring, of the limiting block is located in the fixed groove all the time, and the spring is compressed and can be immersed into the fixed groove;
the prefabricated wall plate of the uppermost layer and the prefabricated wall plate of the lowermost layer are both provided with a first limiting groove, one side of the sleeve, which is close to the first limiting groove, is provided with a limiting through hole, the limiting through hole is communicated with the first limiting groove, the positions of the upper floor plate and the lower floor plate, which correspond to the first limiting groove, are both provided with a second limiting groove, and the rotating rod is rotated to enable the limiting block to penetrate through the limiting through hole, the first limiting groove and be inserted into the second limiting groove.
By adopting the technical scheme, when the construction is not carried out, the spring is in a compressed state, the end face of the limiting block, which is far away from the spring, is abutted against the inner side wall of the sleeve, so that a constructor can conveniently attach the prefabricated wallboard of the lowest layer to the upper surface of a lower floor slab or attach the prefabricated wallboard of the uppermost layer to the upper floor slab, splicing of a plurality of prefabricated wallboards in the vertical direction is facilitated, after the splicing of the filling wall is completed, the rotating rod is rotated to enable the limiting block to rotate to the limiting through hole, one end, which is far away from the spring, of the limiting block penetrates through the limiting through hole and the first limiting groove and is inserted into the second limiting groove, the limiting block is matched with the second limiting groove to enable the position of the prefabricated wallboard of the uppermost layer or the lowermost layer to be fixed, relative sliding between the prefabricated wallboards and the lower floor slabs is not easy to occur, the installation of the filling wall is more stable, the rotating rod is rotated, so that the constructor can conveniently insert the plurality of limiting blocks into the second limiting grooves at the same time, the operation is simple and quick.
Optionally, the periphery wall of dwang one end is equipped with the deflector, the deflector is followed the length direction of dwang is laid, two guide ways have been seted up at telescopic inside wall interval, the guide way is followed telescopic length direction is laid, the deflector with sliding assembly between the guide way, when rotating the dwang makes when the stopper inserts the second spacing groove, stopper pivoted angle and two the angle that the guide way was laid is the same.
Through adopting the above technical scheme, when the stopper is located the sleeve, the deflector with keep away from the guide way slip adaptation of stopper, during the construction, draw fixed through hole out with the one end of dwang, make the deflector break away from with the guide way of keeping away from the stopper mutually, rotate the dwang, the dwang drives the synchronous rotation of deflector, when the deflector changes to the guide way that is close to the stopper, promote the dwang at this moment and insert fixed through hole, make the deflector slide in the guide way that is close to the stopper, stopper motion to spacing through hole department this moment, insert the second spacing inslot under the effect of spring restoring force, deflector and guide way slip adaptation, make the dwang be difficult for taking place to rotate in the sleeve, the operating condition of the constructor of being convenient for to the stopper is injectd.
Optionally, the sleeve inside wall is kept away from the one end of deflector is equipped with the locating piece, works as when the stopper inserts the second spacing groove, the dwang is close to the terminal surface of locating piece with locating piece looks butt.
Through adopting above-mentioned technical scheme, the locating piece can prevent that the dwang is excessive to push in the fixed through-hole, and the constructor of being convenient for uses.
Optionally, the upper surface of the lower floor slab is provided with an insertion block, one side of the lower surface of the prefabricated wall panel at the lowest layer is provided with an insertion groove, and the insertion block is in insertion fit with the insertion groove.
Through adopting above-mentioned technical scheme, the adaptation is pegged graft with the inserting groove to the grafting piece, and the constructor of being convenient for fixes a position lower floor's prefabricated wallboard to guarantee the accuracy of the infilled wall installation of concatenation.
Optionally, the method further includes: the clamping piece, the clamping piece is equipped with the multiunit, vertical portion, prefabricated wallboard with it is fixed to clamp through the multiunit clamping piece between the mounting panel.
Through adopting above-mentioned technical scheme, the clamping piece is further consolidated prefabricated wallboard, connecting plate and mounting panel, makes the prefabricated wallboard be difficult for taking place to break away from between the connecting plate, makes the more firm of concatenation between a plurality of prefabricated wallboards.
In a second aspect, the application provides a filler wall construction method for a steel-concrete structure building, which adopts the following technical scheme:
a filler wall construction method of a steel-concrete structure building comprises the following steps:
s1, reserving second limiting grooves on an upper floor slab and a lower floor slab according to a construction scheme, and embedding an inserting block on the lower floor slab;
s2, placing the lowest prefabricated wall plate into a preset position of a lower floor plate, enabling the insertion block and the insertion groove to be inserted and matched, and locking and fixing the lowest prefabricated wall plate and the lower floor plate through a locking mechanism on the lowest prefabricated wall plate;
s3, sequentially splicing a plurality of prefabricated wall boards from bottom to top through connecting plates, rotating the mounting plate to be close to the prefabricated wall boards when one prefabricated wall board is mounted upwards, and connecting and fixing the mounting plate and the prefabricated wall boards through fixing pieces;
s4, after the prefabricated wallboard on the uppermost layer and the prefabricated wallboard below are connected and fixed, the prefabricated wallboard on the uppermost layer and the upper floor slab are locked and fixed through the locking mechanism on the prefabricated wallboard on the uppermost layer;
and S5, clamping and fixing the vertical parts, the prefabricated wall board and the mounting plate through clamping pieces.
Through adopting the above technical scheme, the second spacing groove of reservation, avoid constructor to damage the floor when carrying out the fluting on last floor and lower floor, the time of construction has also been practiced thrift simultaneously, pre-buried grafting piece on floor down, the constructor of being convenient for fixes a position the infilled wall fast, a plurality of prefabricated wallboard concatenations form the infilled wall, can directly splice when the construction, practice thrift the infilled wall and build by laying bricks or stones the time, the efficiency of construction is improved, this work progress makes things convenient for constructor to splice the prefabricated wallboard, the process is simple, thereby the efficiency of construction is improved.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the prefabricated wallboards can be prefabricated in a factory and assembled on site during construction, so that the construction on site is not needed, the time for constructing the infilled wall is saved, and the construction efficiency is improved;
2. the position of the prefabricated wall panel at the uppermost layer or the lowermost layer is fixed by the matching of the limiting blocks and the second limiting grooves, relative sliding between the prefabricated wall panel and the upper floor panel and between the prefabricated wall panel and the lower floor panel is not easy to occur, so that the installation of the filler wall is more stable, and a rotating rod is arranged in a rotating mode, so that a plurality of limiting blocks can be conveniently inserted into the second limiting grooves by a constructor, and the operation is simple and rapid;
3. the second spacing groove of reservation avoids constructor to damage the floor when carrying out the fluting on last floor and lower floor, has also practiced thrift the time of construction simultaneously, and pre-buried grafting piece is convenient for constructor to fix a position the infilled wall fast on lower floor.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic view of the connection structure between the fixing member, the prefabricated wall panel, the connecting plate and the mounting plate in the embodiment of the present application;
FIG. 3 is a schematic view of the connection structure between the clamping member, the prefabricated wall panel, the connecting plate and the mounting plate in the embodiment of the present application;
FIG. 4 is a schematic view of the connection structure among the locking mechanism, the prefabricated wall panel and the upper floor slab in the embodiment of the present application;
FIG. 5 is an enlarged partial schematic view of portion A of FIG. 4;
FIG. 6 is an exploded view of the sleeve and the rotating rod in the embodiment of the present application;
fig. 7 is a partially enlarged schematic view of a portion B in fig. 4.
Reference numerals: 1. prefabricating a wallboard; 101. inserting grooves; 2. a connecting plate; 21. a vertical portion; 22. a horizontal portion; 3. a fixing member; 31. a plugboard; 32. a fixing plate; 33. a threaded bushing; 34. fixing the bolt; 4. a locking mechanism; 41. a sleeve; 411. a guide groove; 412. positioning blocks; 4121. a first magnet piece; 42. rotating the rod; 421. fixing grooves; 422. a second magnet piece; 423. a guide plate; 424. a thread groove; 43. a limiting member; 431. a spring; 432. a limiting block; 5. mounting a plate; 6. a hand-held wand; 7. a clamping member; 71. a screw; 72. a nut; 8. an upper floor slab; 9. a lower floor slab; 91. and (6) plugging the blocks.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses infilled wall structure of steel-concrete structure building. Referring to fig. 1, the infilled wall structure of a steel-concrete structure building includes prefabricated wall panels 1, connecting plates 2, fixing members 3, locking mechanisms 4 and clamping members 7; prefabricated wallboard 1 is equipped with a plurality ofly, and prefabricated wallboard 1 is the cuboid form and is formed by concrete placement, and supreme connection gradually locates between floor 8 and the lower floor 9 down is followed to a plurality of prefabricated wallboard 1, and the pre-buried grafting piece 91 that has a plurality of steel material in the upper surface interval of lower floor 9, and grafting piece 91 is the T shape, and the inserting groove 101 of T shape is seted up to the lower surface of 1 one side of the prefabricated wallboard of lower floor, and inserting groove 101 grafting adaptation is pegged graft to grafting piece 91 and inserting groove.
Be equipped with connecting plate 2 between two adjacent prefabricated wallboard 1, connecting plate 2 is made by the steel material, and connecting plate 2 includes: horizontal portion 22 and vertical portion 21, vertical portion 21 are equipped with two, and a vertical portion 21 is located the upper surface of horizontal portion 22 one side, and another vertical portion 21 is located the lower surface of horizontal portion 22 opposite side, vertical portion 21 and horizontal portion 22 integrated into one piece, and horizontal portion 22 is located between two adjacent prefabricated wallboard 1, and the one side that two vertical portions 21 are close to mutually is laminated with the one side that two adjacent prefabricated wallboard 1 kept away from mutually respectively.
One side that vertical portion 21 was kept away from to horizontal part 22 upper surface and lower surface all rotates the mounting panel 5 that is provided with the steel material, and the direction is unanimous with the length of prefabricated wallboard 1 is laid to the axis of rotation, and mounting 3 is equipped with the multiunit, connects fixedly through multiunit mounting 3 between mounting panel 5 and the prefabricated wallboard 1.
Referring to fig. 1 and 2, the fixing member 3 includes: a plugboard 31, a fixing plate 32, a threaded sleeve 33 and a fixing bolt 34; the mounting plate 5 is provided with a plurality of inserting through holes which are arranged at intervals along the length direction of the mounting plate 5, the inserting through holes are obliquely and downwards arranged towards one side of the prefabricated wall plate 1, and inserting grooves 101 are formed in the positions, corresponding to the inserting through holes, of the prefabricated wall plate 1;
Referring to fig. 1 and 3, the chucking member 7 is provided with a plurality of sets, and the chucking member 7 includes: the prefabricated wall plate comprises a screw rod 71 and two nuts 72, a first through hole is formed in the mounting plate 5, a second through hole is reserved at a position, corresponding to the first through hole, of the prefabricated wall plate 1, a third through hole is formed at a position, corresponding to the second through hole, of the vertical portion 21, the screw rod 71 penetrates through the first through hole, the second through hole and the third through hole, the two nuts 72 are in threaded assembly at two ends of the screw rod 71, and the two nuts 72 are used for clamping and fixing the vertical portion 21, the prefabricated wall plate 1 and the mounting plate 5 through the plurality of groups of clamping pieces 7.
Referring to fig. 1 and 4, two sets of locking mechanisms 4 are provided, the prefabricated wall panel 1 and the upper floor 8 on the uppermost layer are locked and fixed by one set of locking mechanism 4, and the prefabricated wall panel 1 and the lower floor 9 on the lowermost layer are locked and fixed by the other set of locking mechanism 4.
The lock mechanism 4 includes: a sleeve 41, a rotating lever 42, and a stopper 43; fixing hole has all been seted up to the prefabricated wallboard 1 of the superiors and the one side that prefabricated wallboard 1 of the lower floor kept away from mutually, and fixing hole lays along the length direction of prefabricated wallboard 1, and sleeve 41 is steel, and sleeve 41 is pre-buried in fixing hole, and dwang 42 is steel, and dwang 42 rotates and installs in sleeve 41, and the rotation axis lays the direction and parallels with the length of prefabricated wallboard 1.
The limiting members 43 are provided with a plurality of sets, the limiting members 43 are arranged on the rotating rod 42 at intervals, the rotating rod 42 is rotated, the prefabricated wall panel 1 on the uppermost layer and the upper floor slab 8 are locked and fixed through the limiting members 43, and the prefabricated wall panel 1 on the lowermost layer and the lower floor slab 9 are locked and fixed through the limiting members 43.
Referring to fig. 4 and 5, the stopper 43 includes: a spring 431 and a stopper 432; the fixing groove 421 is opened on the outer peripheral wall of the rotating rod 42, the spring 431 is located in the fixing groove 421, one end of the spring 431 is fixedly connected with the inner bottom wall of the fixing groove 421 in a welding mode, the limiting block 432 is welded to the other end of the spring 431, one end of the limiting block 432 close to the spring 431 is located in the fixing groove 421 all the time, and the spring 431 is compressed to enable the spring 431 to sink into the fixing groove 421.
First spacing groove has all been seted up to the prefabricated wallboard 1 of the superiors and the one side that prefabricated wallboard 1 of lower floor kept away from mutually, sleeve 41 has been close to one side of first spacing groove and has been seted up spacing through-hole, spacing through-hole is linked together with first spacing groove, the second spacing groove has all been seted up with the corresponding department of first spacing groove to upper floor 8 and lower floor 9, when not under construction, spring 431 is in compression state, stopper 432 keeps away from spring 431's terminal surface and sleeve 41's inside wall looks butt, during the construction, rotate dwang 42, make stopper 432 move to spacing through-hole department, stopper 432 runs through spacing through-hole, first spacing groove, and insert the spacing inslot of second.
Referring to fig. 4 and 6, a guide plate 423 is disposed on an outer peripheral wall of one end of the rotating rod 42, the guide plate 423 and the rotating rod 42 are integrally formed, the guide plate 423 is disposed along a length direction of the rotating rod 42, two guide grooves 411 are disposed at intervals on an inner side wall of the sleeve 41, the guide grooves 411 are disposed along the length direction of the sleeve 41, an included angle between the two guide grooves 411 and a center of the sleeve 41 is 90 degrees, the guide plate 423 and the guide grooves 411 are slidably assembled, an included angle between the limiting block 432 and the guide plate 423 at the center of the rotating rod 42 is 90 degrees, when the rotating rod 42 is rotated, the limiting block 432 is inserted into the second limiting groove, a rotating angle of the limiting block 432 is the same as an angle between the two guide grooves 411, and when the guide plate 423 is located in one guide groove 411 away from the limiting through hole, the limiting block 432 and the other guide groove 411 are located at the same height along the length direction of the sleeve 41.
Referring to fig. 4 and 7, a positioning block 412 is welded at one end of the inner side wall of the sleeve 41 far from the guide plate 423, in order to prevent the rotating rod 42 from being detached from the sleeve 41 during transportation, a first magnet piece 4121 is adhered to one side of the positioning block 412 near the sleeve 41, a second magnet piece 422 is embedded in the end surface of the rotating rod 42 far from the sleeve 41, the first magnet piece 4121 and the second magnet piece 422 are magnetically attracted, and when the limiting block 432 is inserted into the second limiting groove, the first magnet piece 4121 and the second magnet piece 422 are magnetically attracted and fixed.
When stopper 432 inserts the second spacing groove, the terminal surface that locating piece 412 was kept away from to dwang 42 is parallel and level mutually with prefabricated wallboard 1's side, for the convenience of constructor operation dwang 42, the terminal surface that locating piece 412 was kept away from to dwang 42 has seted up thread groove 424, thread groove 424 internal thread is equipped with handheld pole 6 (as shown in fig. 1), after the construction is accomplished, it can to twist handheld pole 6 and thread groove 424 and break away from.
The implementation principle of the infilled wall structure of a steel-concrete structure building of the embodiment of the application is as follows: prefabricated wallboard 1 can be prefabricated in the mill, on-the-spot equipment when the construction, do not need to build by laying bricks or stones at the scene, the infilled wall time of building by laying bricks or stones has been practiced thrift, the efficiency of construction is improved, through from the top down splice a plurality of prefabricated wallboards 1, form the infilled wall, two adjacent prefabricated wallboards 1 are through connecting plate 2, mounting 3 is connected fixedly, it is firm to make to connect between a plurality of prefabricated wallboards 1, locking mechanism 4 is convenient for the superiors prefabricated wallboard 1, the lowest floor prefabricated wallboard 1 respectively with upper floor 8, it is fixed to connect between the lower floor 9, it is as an organic whole to make the infilled wall of concatenation and floor between be connected, make the installation of the infilled wall that a plurality of prefabricated wall body concatenations formed more firm.
The embodiment of the application also discloses a filler wall construction method of the steel-concrete structure building.
The construction method of the filler wall of the steel-concrete structure building comprises the following steps:
s1, reserving second limiting grooves on the upper floor slab 8 and the lower floor slab 9 according to a construction scheme, and meanwhile, pre-burying a T-shaped inserting block 91 on the lower floor slab 9;
s2, pushing the lowest prefabricated wall panel 1 into a preset position of a lower floor 9 from one side, enabling the insertion block 91 to be inserted into the insertion groove 101 in an insertion fit mode, rotating the rotating rod 42 on the lowest prefabricated wall panel 1, enabling the limiting block 432 on the rotating rod 42 to be inserted into the second limiting groove on the lower floor 9 under the action of restoring force of the spring 431, and enabling the lowest prefabricated wall panel 1 and the lower floor 9 to be locked and fixed;
s3, sequentially splicing a plurality of prefabricated wall boards 1 from bottom to top through a connecting plate 2, when one prefabricated wall board 1 is installed upwards, placing the prefabricated wall board 1 on the upper surface of the horizontal part 22 of the connecting plate 2 from one side, far away from the vertical part 21, of the upper surface of the horizontal part 22, rotating the installation plate 5 to be close to the prefabricated wall board 1, enabling one side of the insertion plate 31 to penetrate through the insertion through hole in the installation plate 5 and be inserted into the insertion groove 101 of the prefabricated wall board 1, and then connecting and fixing the installation plate 5, the fixing plate 32 and the prefabricated wall board 1 through the fixing bolt 34;
s4, after the uppermost prefabricated wall panel 1 and the lower prefabricated wall panel 1 are connected and fixed, the rotating rod 42 on the uppermost prefabricated wall panel 1 is rotated, so that the limiting block 432 on the rotating rod 42 is inserted into the second limiting groove on the lower floor 9 under the action of the restoring force of the spring 431, and the uppermost prefabricated wall panel 1 and the upper floor 8 are locked and fixed;
and S5, penetrating the screw rod 71 through the vertical part 21, the prefabricated wall panel 1 and the mounting plate 5, and clamping and fixing the vertical part 21, the prefabricated wall panel 1 and the mounting plate 5 through the nut 72.
Adopt above-mentioned step during the construction, can practice thrift infilled wall masonry time, improved the efficiency of construction, this work progress makes things convenient for constructor to splice prefabricated wallboard 1, and the process is simple to improve the efficiency of construction.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. The utility model provides a infilled wall structure of steel-concrete structure building which characterized in that: comprises a prefabricated wall plate (1), a connecting plate (2), a fixing piece (3) and a locking mechanism (4);
prefabricated wallboard (1) is equipped with a plurality ofly, and is a plurality of prefabricated wallboard (1) is from supreme connection gradually down and is located between floor (8) and lower floor (9), adjacent two be equipped with connecting plate (2) between prefabricated wallboard (1), connecting plate (2) include: the prefabricated wall panel comprises horizontal parts (22) and vertical parts (21), wherein the number of the vertical parts (21) is two, one vertical part (21) is arranged on the upper surface of one side of the horizontal part (22), the other vertical part (21) is arranged on the lower surface of the other side of the horizontal part (22), the horizontal part (22) is positioned between two adjacent prefabricated wall panels (1), and one side, close to the two vertical parts (21), of each vertical part is respectively attached to one side, far away from the two adjacent prefabricated wall panels (1);
one side, far away from the vertical portion (21), of the horizontal portion (22) is rotatably provided with a mounting plate (5), the rotating axis is consistent with the length distribution direction of the prefabricated wall panels (1), the fixing pieces (3) are provided with multiple groups, the mounting plate (5) and the prefabricated wall panels (1) are fixedly connected through the multiple groups of the fixing pieces (3), the locking mechanisms (4) are provided with two groups, the prefabricated wall panel (1) on the uppermost layer and the upper floor (8) are fixedly locked through one group of the locking mechanisms (4), and the prefabricated wall panel (1) on the lowermost layer and the lower floor (9) are fixedly locked through the other group of the locking mechanisms (4);
the fixing member (3) includes: the plug board (31), the fixing board (32), the threaded sleeve (33) and the fixing bolt (34);
the prefabricated wall plate is characterized in that a plurality of inserting through holes are formed in the mounting plate (5), the inserting through holes are distributed at intervals along the length direction of the mounting plate (5), the inserting through holes are obliquely and downwards distributed towards one side of the prefabricated wall plate (1), and inserting grooves (101) are formed in the positions, corresponding to the inserting through holes, of the prefabricated wall plate (1);
one side of the plug board (31) penetrates through the plug through hole and is inserted into the plug groove (101), the fixing plate (32) is arranged on the other side of the plug board (31), one side, close to the prefabricated wall panel (1), of the fixing plate (32) is attached to one side, far away from the prefabricated wall panel (1), of the mounting plate (5), and the mounting plate (5), the fixing plate (32) and the prefabricated wall panel (1) are fixedly connected through the fixing bolt (34);
the locking mechanism (4) comprises: a sleeve (41), a rotating rod (42) and a limiting piece (43);
the superiority prefabricated wallboard (1) and lower floor prefabricated wallboard (1) one side of keeping away from mutually has seted up fixing hole, fixing hole follows the length direction of prefabricated wallboard (1) lays, sleeve (41) are located in the fixing hole, dwang (42) rotate install in sleeve (41), and the axis of rotation with the length of prefabricated wallboard (1) is laid the direction and is paralleled, locating part (43) are equipped with multiunit, multiunit locating part (43) interval is located on dwang (42), rotate dwang (42), the superiority pass through between prefabricated wallboard (1) and the upper floor (8) locating part (43) locking is fixed, lower floor pass through between prefabricated wallboard (1) and lower floor (9) locating part (43) locking is fixed.
2. The infill wall structure of a steel-concrete structure building according to claim 1, wherein: the stopper (43) includes: a spring (431) and a stopper (432);
a fixing groove (421) is formed in the peripheral wall of the rotating rod (42), the spring (431) is located in the fixing groove (421), one end of the spring (431) is fixedly connected with the inner bottom wall of the fixing groove (421), the limiting block (432) is arranged at the other end of the spring (431), one end, close to the spring (431), of the limiting block (432) is located in the fixing groove (421) all the time, the spring (431) is compressed, and the spring (431) can sink into the fixing groove (421);
the uppermost layer of prefabricated wallboard (1) and the lowermost layer of prefabricated wallboard (1) one side of keeping away from mutually has all seted up first spacing groove, sleeve (41) are close to one side of first spacing groove has seted up spacing through-hole, spacing through-hole with first spacing groove is linked together, go up floor (8) and lower floor (9) and the corresponding department of first spacing groove has all seted up the second spacing groove, rotates dwang (42), makes stopper (432) run through spacing through-hole first spacing groove, and insert in the second spacing inslot.
3. The infill wall structure of a steel-concrete structure building according to claim 2, wherein: the periphery wall of dwang (42) one end is equipped with deflector (423), deflector (423) are followed the length direction of dwang (42) lays, two guide way (411) have been seted up at the inside wall interval of sleeve (41), guide way (411) are followed the length direction of sleeve (41) lays, deflector (423) with sliding assembly between guide way (411), when rotating dwang (42), makes when stopper (432) insert the second spacing groove, stopper (432) pivoted angle and two the angle that guide way (411) laid is the same.
4. The infill wall structure of a steel-concrete structure building according to claim 3, wherein: one end, far away from the guide plate (423), of the inner side wall of the sleeve (41) is provided with a positioning block (412), and when the limiting block (432) is inserted into the second limiting groove, the end face, close to the positioning block (412), of the rotating rod (42) is abutted to the positioning block (412).
5. The infill wall structure of a steel-concrete structure building according to claim 4, wherein: the upper surface of the lower floor slab (9) is provided with an inserting block (91), one side of the lower surface of the prefabricated wall panel (1) at the lowest layer is provided with an inserting groove (101), and the inserting block (91) is in inserting fit with the inserting groove (101).
6. The infill wall structure of a steel-concrete structure building according to claim 5, wherein: further comprising: clamping piece (7), clamping piece (7) are equipped with the multiunit, vertical portion (21) prefabricated wallboard (1) with it is fixed to clamp through multiunit clamping piece (7) between mounting panel (5).
7. A construction method of a infill wall structure of a steel-concrete structure building as claimed in claim 6, wherein: the method comprises the following steps:
s1, reserving second limiting grooves on the upper floor (8) and the lower floor (9) according to a construction scheme, and embedding an inserting block (91) on the lower floor (9);
s2, placing the lowest prefabricated wall panel (1) into a preset position of a lower floor slab (9), enabling the insertion block (91) and the insertion groove (101) to be inserted and matched, and locking and fixing the lowest prefabricated wall panel (1) and the lower floor slab (9) through the locking mechanism (4) on the lowest prefabricated wall panel (1);
s3, sequentially splicing a plurality of prefabricated wall boards (1) from bottom to top through connecting plates (2), rotating the mounting plate (5) to be close to the prefabricated wall boards (1) when one prefabricated wall board (1) is installed upwards, and connecting and fixing the mounting plate (5) and the prefabricated wall boards (1) through fixing pieces (3);
s4, after the prefabricated wall board (1) at the uppermost layer and the prefabricated wall board (1) below are connected and fixed, the prefabricated wall board (1) at the uppermost layer and the upper floor slab (8) are locked and fixed through the locking mechanism (4) on the prefabricated wall board (1) at the uppermost layer;
and S5, clamping and fixing the vertical part (21), the prefabricated wall panel (1) and the mounting plate (5) through a clamping piece (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011540780.0A CN112695935B (en) | 2020-12-23 | 2020-12-23 | Infilled wall structure of steel-concrete structure building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011540780.0A CN112695935B (en) | 2020-12-23 | 2020-12-23 | Infilled wall structure of steel-concrete structure building and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112695935A CN112695935A (en) | 2021-04-23 |
| CN112695935B true CN112695935B (en) | 2022-04-19 |
Family
ID=75511012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011540780.0A Active CN112695935B (en) | 2020-12-23 | 2020-12-23 | Infilled wall structure of steel-concrete structure building and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112695935B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494203B (en) * | 2021-07-05 | 2022-07-08 | 昌达建筑科技有限公司 | Portable wallboard floor connection structure |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971192A (en) * | 2016-07-06 | 2016-09-28 | 盐城工学院 | Assembly type breathable wall board and assembled wall |
| CN207812756U (en) * | 2017-12-28 | 2018-09-04 | 大美砼艺（天津）建筑科技发展有限公司 | A kind of dismountable wallboard |
| CN208105517U (en) * | 2018-03-30 | 2018-11-16 | 中水电第十一工程局（郑州）有限公司 | A kind of spliced building wall board structure |
| CN208329315U (en) * | 2018-05-03 | 2019-01-04 | 中启胶建集团有限公司 | A kind of residential building heat insulating and sound insulating floor |
| CN208733851U (en) * | 2018-05-31 | 2019-04-12 | 云南中升科技有限责任公司 | A kind of multifunctional wall body |
| 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 |
| CN110397191A (en) * | 2019-08-08 | 2019-11-01 | 安徽瑞澳混凝土有限公司 | The concrete prefabricated board component being stably connected with |
| CN210529949U (en) * | 2019-09-03 | 2020-05-15 | 段风雷 | Assembly type building |
| CN211499216U (en) * | 2019-12-23 | 2020-09-15 | 河南省第八建设集团有限公司 | Prefabricated wallboard and precast beam erection joint structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070186497A1 (en) * | 2006-02-11 | 2007-08-16 | Genovese, Donald R. | In-fill wall system |
-
2020
- 2020-12-23 CN CN202011540780.0A patent/CN112695935B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971192A (en) * | 2016-07-06 | 2016-09-28 | 盐城工学院 | Assembly type breathable wall board and assembled wall |
| CN207812756U (en) * | 2017-12-28 | 2018-09-04 | 大美砼艺（天津）建筑科技发展有限公司 | A kind of dismountable wallboard |
| CN208105517U (en) * | 2018-03-30 | 2018-11-16 | 中水电第十一工程局（郑州）有限公司 | A kind of spliced building wall board structure |
| CN208329315U (en) * | 2018-05-03 | 2019-01-04 | 中启胶建集团有限公司 | A kind of residential building heat insulating and sound insulating floor |
| CN208733851U (en) * | 2018-05-31 | 2019-04-12 | 云南中升科技有限责任公司 | A kind of multifunctional wall body |
| 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 |
| CN110397191A (en) * | 2019-08-08 | 2019-11-01 | 安徽瑞澳混凝土有限公司 | The concrete prefabricated board component being stably connected with |
| CN210529949U (en) * | 2019-09-03 | 2020-05-15 | 段风雷 | Assembly type building |
| CN211499216U (en) * | 2019-12-23 | 2020-09-15 | 河南省第八建设集团有限公司 | Prefabricated wallboard and precast beam erection joint structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112695935A (en) | 2021-04-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112922170B (en) | Assembled concrete wall structure | |
| CN105569355A (en) | Assembly method of modular residence including prefabricated members | |
| CN112095648B (en) | Construction method of integrally poured building house | |
| CN112695935B (en) | Infilled wall structure of steel-concrete structure building and construction method thereof | |
| CN111576890A (en) | Construction method of assembled ALC partition wall | |
| CN112282123B (en) | Masonry filler wall constructional column and construction method thereof | |
| CN209941962U (en) | Vertical connection structure of assembled shear force wall | |
| CN112281575A (en) | Prefabricated temporary road and construction method | |
| CN211714310U (en) | Aluminum plate curtain wall mounting structure convenient to installation | |
| US12012756B2 (en) | Pre-stressed insulated concrete panels and methods for making and using the same | |
| CN114232677B (en) | Assembled reinforced concrete channel construction device and construction method | |
| CN212427662U (en) | Partition plate's installation clamping device | |
| CN212836106U (en) | Fitment wall of quick installation | |
| CN213773838U (en) | Connecting structure of prefabricated module and prefabricated wallboard | |
| CN213268307U (en) | Fast-assembling environmental protection formula modularization wallboard | |
| CN114961227A (en) | Turnover type cantilever I-steel embedding device and implementation mode thereof | |
| CN212742620U (en) | Hydraulic engineering is with prefabricated retaining wall | |
| CN113338610B (en) | Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab | |
| IT202000016588A1 (en) | SYSTEM AND METHOD OF FOUNDATION WITH SEISMIC ISOLATION OF BUILDINGS | |
| CN220247822U (en) | Assembled sound insulation enclosure | |
| CN221523876U (en) | Concrete wallboard | |
| CN220469205U (en) | Assembled structural floor slab | |
| CN116084624B (en) | Energy-saving assembled building wall | |
| CN217500261U (en) | Lattice beam device | |
| CN220247327U (en) | Curtain fossil fragments interlayer connection 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 | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230802 Address after: Rooms 1-2034, Building 4, Fengjing Shopping Mall, No. 9135 Zhufeng Road, Jinshan District, Shanghai, 200000 Patentee after: SHANGHAI QINXUAN INFORMATION TECHNOLOGY Co.,Ltd. Address before: No. 1259, Hannan Avenue, Hannan District, Wuhan City, Hubei Province, 430090 Patentee before: HUBEI ZHENGHAO CONSTRUCTION GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230912 Address after: Unit F, 13th Floor, 14th Floor, 15th Floor, 16th Floor and 17th Floor, West Building, No. 338, Huanshi East Road, Yuexiu District, Guangzhou City, Guangdong Province, 510000 Patentee after: GUANGZHOU FIRST MUNICIPAL ENGINEERING Co.,Ltd. Address before: Rooms 1-2034, Building 4, Fengjing Shopping Mall, No. 9135 Zhufeng Road, Jinshan District, Shanghai, 200000 Patentee before: SHANGHAI QINXUAN INFORMATION TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right |