CN115262804B - Building filling wall convenient to disassemble and change and construction method - Google Patents
Building filling wall convenient to disassemble and change and construction method Download PDFInfo
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- CN115262804B CN115262804B CN202210969329.3A CN202210969329A CN115262804B CN 115262804 B CN115262804 B CN 115262804B CN 202210969329 A CN202210969329 A CN 202210969329A CN 115262804 B CN115262804 B CN 115262804B
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- 230000008859 change Effects 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 230000008093 supporting effect Effects 0.000 claims abstract description 57
- 230000007246 mechanism Effects 0.000 claims abstract description 22
- 239000000725 suspension Substances 0.000 claims description 32
- 239000003292 glue Substances 0.000 claims description 13
- 239000002131 composite material Substances 0.000 claims description 11
- 229920002635 polyurethane Polymers 0.000 claims description 11
- 239000004814 polyurethane Substances 0.000 claims description 11
- 239000000853 adhesive Substances 0.000 claims description 10
- 230000001070 adhesive effect Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 6
- 230000004048 modification Effects 0.000 claims description 4
- 238000012986 modification Methods 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims 2
- 238000009413 insulation Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 230000001976 improved effect Effects 0.000 abstract description 5
- 230000006872 improvement Effects 0.000 abstract description 2
- 230000009466 transformation Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 10
- 239000004567 concrete Substances 0.000 description 7
- 239000002002 slurry Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 230000001174 ascending effect Effects 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 239000011499 joint compound Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 210000002421 cell wall Anatomy 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 230000002431 foraging effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000012857 repacking Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—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
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- 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
Abstract
The utility model relates to a building infill wall and construction method convenient to tear open and change belongs to the field of building structure, and it includes fixed module and a plurality of filling module, fixed module and the interior bottom wall fixed connection in room, a plurality of filling module and the lateral wall butt of room inner wall or fixed module still include the shoring mechanism, the shoring mechanism is used for exerting the thrust towards the room inner wall to filling module. The fixing module and the jacking mechanism both play a role in supporting the filling module, so that the overall stability of the filling wall is improved; when carrying out unification transformation more to room structure, only need to adopt traditional mode to demolish fixed module, each filling module alright dismantle easily, improved convenience and the operating efficiency of tearing open the improvement.
Description
Technical Field
The application relates to the field of building structures, in particular to a building filling wall convenient to disassemble and change and a construction method.
Background
The wall body of the building structure is divided into a bearing wall and a non-bearing wall according to different stress conditions of the structure, wherein the non-bearing wall comprises a partition wall, a filling wall and the like. Walls separating the interior space and bearing the weight of the interior space by the floor or beams are called partition walls; the walls filled between the columns in the frame structure are called frame filling walls, and play roles of enclosure and separation.
Due to the change of the structure of the social family in a new period, the concept of the variable multi-adaptability house is proposed and implemented, and the house type is adapted and modified according to the multi-child and aging of the society, wherein the concept comprises a horizontal intensive arrangement concept, and the concept comprises a one-to-many mode for multi-child families and a two-in-one mode for aging families. When the old people have inconvenient actions or the self-care ability is reduced, the space between the old people room and the child room can be communicated into a whole by opening the wall between the old people room and the child room, so that the child can care and take care of the old people in time.
At present, most partition walls or filling walls in residential buildings are built or precast by concrete, so that the dismantling mode of the partition walls and the filling walls is a traditional wall knocking mode; however, for the house type reconstruction requirement of old households, on the premise that a large amount of finished furniture exists in a room, the construction amount of the whole wall body is large, the construction operation is inconvenient, and the negative influence on other articles in the house is also large.
Disclosure of Invention
In order to solve the problems, the application provides a building filling wall convenient to disassemble and modify and a construction method.
In a first aspect, the present application provides a building infill wall convenient to tear open and change adopts following technical scheme:
the utility model provides a building infill wall convenient to tear open and change, includes fixed module and a plurality of filling module, fixed module and the interior bottom wall fixed connection in room, a plurality of filling module and the lateral wall butt of room inner wall or fixed module still include the shoring mechanism, the shoring mechanism is used for exerting the thrust towards the room inner wall to filling module.
Through adopting above-mentioned technical scheme, the jacking mechanism extrudees each filling module to the inner wall in room in order to realize the location, and then the space that forms between the filling module is sealed by fixed module, need carry out the in-process of unifying improvement to room structure in the later stage, only need knock out the less fixed module of volume, and the whole dismantlement of wall body can be realized to the messenger filling module that then operates the jacking mechanism and remove from the room inner wall, has reduced repacking work load.
Preferably, positioning grooves are formed in the bottom wall and the inner side wall in the room, edges of the filling modules are inserted into the positioning grooves, glue storage chamfer angles are formed in groove walls of the positioning grooves and at groove opening positions of the positioning grooves, and building joint filling glue is coated between the groove walls of the positioning grooves and the filling modules.
Through adopting above-mentioned technical scheme, the constant head tank mutually supports with the edge of filling the module and makes self cell wall produce perpendicular to the on-the-wall location and the centre gripping effect of filling the module, fills the module and passes through the constant head tank and place the appointed position in the room after rethread building joint filling glue realization transition and seal.
Preferably, the three filling modules are respectively positioned at the upper part and the opposite sides of the fixed module, the filling module positioned at the top of the fixed module is a suspension module, the jacking mechanism comprises a support column, the length direction of the support column is a horizontal direction and is positioned between the suspension module and the fixed module, and the opposite ends of the support column are respectively abutted against the filling modules at the opposite sides of the fixed module; the support column comprises a fixed sleeve and an extension rod, wherein the fixed sleeve and the extension rod are in coaxial threaded connection, and the fixed sleeve is fixedly connected to one side, facing the fixed module, of the suspended module.
Through adopting above-mentioned technical scheme, the support column realizes that length is flexible under the effect of self screw pair, makes self tip can support the side of tight main part module, exerts reverse thrust to the main part module of both sides and makes main part module hug closely the room lateral wall.
Preferably, the filling modules located on two opposite sides of the fixing module are main body modules, a supporting groove is formed in one side, facing the fixing module, of the main body modules, supporting blocks are arranged in the supporting groove, groove wall surfaces, close to the bottom wall in a room, of the supporting groove are adjusting wedge surfaces, one side, close to the groove opening of the supporting groove, of each adjusting wedge surface is inclined downwards, an elastic pad is fixedly connected to one side, facing the inner wall of the supporting groove, of each supporting block, and the end portion of each extension rod is in butt joint with the corresponding supporting block.
Through adopting above-mentioned technical scheme, under the effect of adjusting the wedge, the support column self also produces the reaction force that the direction from the supporting groove cell wall is in the top when exerting transverse thrust, and the support column can exert ascending thrust to the unsettled module of top from this, makes unsettled module hug closely the room roof.
Preferably, the main body module is fixedly connected with an adjusting sliding rail towards one side of the suspension module, an adjusting sliding groove for sliding the adjusting sliding rail is formed in the side edge of the suspension module, and the length direction of the adjusting sliding rail is in the vertical direction.
Through adopting above-mentioned technical scheme, adjust the cooperation of slide rail and regulation spout and make unsettled module and main part module in relative movement the two keep higher stability in perpendicular to the ascending relative position of wall direction, be favorable to making the whole wall of the filler wall that the shaping is had level and smooth.
Preferably, the reservation groove has been seted up on the interior roof face in room, the reinforcement groove has been seted up to one side that unsettled module deviates from fixed module, the groove depth direction in reservation groove and reinforcement groove is vertical direction, be equipped with the stiffening rod on the unsettled module, the stiffening rod passes reservation groove and reinforcement groove simultaneously.
Through adopting above-mentioned technical scheme, the stiffening rod passes top floor and unsettled module simultaneously through reservation groove and reinforcement groove, then plays the effect of mutual location to the two, has improved unsettled module and top floor's relative position precision.
Preferably, the suspension module is provided with a protection housing, the part of the extension rod outside the fixing sleeve is positioned in the protection housing, and the protection housing, the fixing sleeve and the suspension module are fixed through an adhesive.
Through adopting above-mentioned technical scheme, the protection housing seals extension rod and fixed telescopic cooperation department, reduces the concrete of fixed module and causes the influence to the screw thread pair of support column, is favorable to the later stage to the dismantlement operation of jack-up mechanism.
Preferably, the heat-insulating layer comprises a plurality of polyurethane composite boards, and the polyurethane composite boards are fixedly connected with the surfaces of the fixing modules and/or the filling modules through adhesives.
On the other hand, the application also provides a construction method for the building infill wall convenient to disassemble and change, which sequentially comprises the following steps:
s1: building a room structure by adopting a floor slab and a wallboard with positioning grooves, coating mortar on the bottom of the positioning grooves, erecting a main body module according to the positions of the positioning grooves by adopting a seat mortar method, and temporarily supporting the wall body of the main body module;
s2: lifting the suspension module by adopting hydraulic equipment to enable the adjusting chute to be matched with the adjusting slide rail, wherein the supporting column is positioned in the height range of the notch of the supporting chute;
s3: the extension rod is rotated and abutted with the supporting block until the upper edge of the suspension module is flush with the upper edge of the main body module;
s4: bonding the protective cover shell, and filling flexible joint filling materials into the supporting groove;
s5: coating building joint compound between the filling module and the inner side wall and inner bottom wall of the room;
s6: a fixing module is built between the suspension module and the main body module, and the side edges of the fixing module are fixedly connected with the filling module through mortar of the fixing module;
s7: after the mortar of the fixed module is solidified, filling flexible joint filling materials in gaps between the main body module and the suspended module, between the suspended module and the room top wall and between the main body module and the room top wall;
s8: after the fixed module is molded, the filling wall is integrally molded, and the polyurethane composite board is adhered outside the wall body through an adhesive.
In summary, the present application includes at least one of the following beneficial technical effects:
1. through the arrangement of the fixing modules, the filling modules and the propping mechanism, the propping mechanism extrudes the filling modules to the inner wall of a room to realize positioning, then the space formed between the filling modules is sealed by the fixing modules, in the process of carrying out all-in-one reconstruction on the room structure in the later period, only the fixing modules with smaller volumes are needed to be knocked out, then the joint compound, the joint compound material and the slurry concrete structure are removed, and then the propping mechanism is operated to enable the filling modules to be moved away from the inner wall of the room, so that the integral dismantling of the wall can be realized, the refitting workload is reduced, and meanwhile, the operation efficiency is also improved;
2. through the setting of supporting vat, regulation wedge face, supporting shoe and spliced pole, when the length of support column self is prolonged through the rotation of extension rod, it exerts thrust in order to promote main part module to room inside wall to the supporting shoe at both ends, and the supporting shoe removes to the supporting vat tank bottom, and the reaction force that the regulation wedge produced to the supporting shoe has ascending component, makes the support column have the trend of rising to support the butt to the unsettled module of its top.
Drawings
Fig. 1 is a schematic view of the overall structure of a building infill wall for embodying the present invention for easy disassembly and modification.
Fig. 2 is a schematic diagram of the overall structure of the filling module according to the embodiment of the present application.
Fig. 3 is a schematic diagram of a jacking mechanism according to an embodiment of the present application.
Fig. 4 is a schematic cross-sectional view of a principle used to embody the jacking mechanism in an embodiment of the present application.
Reference numerals illustrate: 1. a room; 11. a positioning groove; 111. storing glue and chamfering; 12. a reserved groove; 13. a fixed module; 2. filling a module; 21. a main body module; 211. a support groove; 212. adjusting the wedge surface; 213. adjusting the sliding rail; 22. a support block; 221. an elastic pad; 23. a suspension module; 231. a reinforcing groove; 232. a reinforcing rod; 233. adjusting the chute; 3. a jacking mechanism; 31. a support column; 311. a fixed sleeve; 312. an extension rod; 32. a protective cover; 4. polyurethane composite board.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-4.
The embodiment of the application discloses a building filling wall convenient to disassemble and change, as shown in fig. 1 and 2, the building filling wall comprises a fixing module 13, a filling module 2 and a jacking mechanism 3, wherein the filling module 2 is a prefabricated part, and the fixing module 13 is built on site; the jacking mechanism 3 is used for applying pushing force to each filling module 2 to enable the filling modules to cling to the inner wall of the room 1.
As shown in fig. 2 and 3, the single-sided infill wall includes a fixed module 13 and three infill modules 2, the fixed module 13 is directly laid and connected with the inner bottom wall (i.e. floor) of the room 1, in this embodiment, the three infill modules 2 are a suspension module 23 and two main body modules 21, respectively, wherein the suspension module 23 is located at the upper portion of the fixed module 13, and the two main body modules 21 are located at opposite sides of the fixed module 13 and the suspension module 23, respectively. The bottom wall and the side wall of the space in the room 1 are provided with positioning grooves 11, the groove depth of the positioning grooves 11 is controlled to be 2-2.5cm, the groove width is consistent with the thickness of the filling module 2, and the positioning grooves 11 are used for inserting the edges of the two main body modules 21. When the edges of the two main body modules 21 are embedded into the positioning grooves 11 on the ground and the rear side edges are respectively abutted against the two opposite side walls of the room 1, a space for the fixing module 13 and the suspending module 23 is formed between the two. The two main body modules 21 are relatively fixed with the inner wall of the room 1 by adopting a slurry setting method, but slurry setting is carried out here to improve the stability of the placing state of the main body modules 21 in the room 1 in the construction process, and the slurry setting is not paved with the positioning grooves 11 but is intermittently paved in order to facilitate the later disassembly and modification operation; if the length of the single contact edge between the main body module 21 and the bottom wall or side wall of the room 1 is 2.5m, only the sitting slurry with the length of 0.15m needs to be arranged at the position of 0.5m and the position of 1.5m respectively. The arrangement of the upper floor slab lifting schedule is not specific, and in this embodiment, the upper floor slab lifting is performed after the two main body modules 21 are erected, and this procedure provides space convenience for the construction operation of the main body modules 21.
As shown in fig. 3 and 4, the sides of the two main body modules 21 facing the fixed module 13 are provided with supporting grooves 211, and the supporting blocks 22 are embedded in the supporting grooves 211. The propping mechanism 3 comprises a supporting column 31, and the length direction of the supporting column 31 is horizontal and is connected to one side of the suspending module 23 facing the fixing module 13. The support column 31 includes a fixing sleeve 311 and an extension rod 312 coaxial with each other, the extension rod 312 is a screw rod and is in threaded connection with the fixing sleeve 311, that is, the extension rod 312 is rotated, and the axial relative position of the extension rod 312 and the fixing sleeve 311 can be adjusted. The number of the supporting columns 31 is two, the single supporting column 31 corresponds to one supporting block 22, the end part of the fixing sleeve 311 is flush with the side edge of the suspended module 23, and the extending rod 312 is rotated so that the end part of the extending rod 312 extends out of the fixing sleeve 311 and into the supporting groove 211 to be abutted with the supporting block 22. The groove wall surface of the supporting groove 211, which is close to the ground of the room 1, is an adjusting wedge surface 212, namely the groove wall below the supporting groove 211 is obliquely arranged, one side of the adjusting wedge surface 212, which is close to the groove opening of the supporting groove 211, is inclined downwards, and the supporting grooves 211 of the two main body modules 21 are equal in height; correspondingly, the lower side surface of the supporting block 22 is also an inclined surface, and the lower side surface of the supporting block 22 is attached to the adjusting wedge surface 212. A rubber elastic pad 221 is adhered to one side of the support block 22 facing the inner wall of the support groove 211; the extension rod 312 abuts against the support block 22 and applies a pushing force to it toward the bottom of the support groove 211, and the reaction force received by the extension rod 312 has an upward component due to the vector decomposition of the pushing force by the contact between the wedge surfaces, so that the fixing sleeve 311 and the suspension module 23 receive the upward pushing force.
As shown in fig. 3 and 4, after the top wall of the room 1 is formed (i.e., after the lifting, positioning and fixing operations of the upper floor are all completed), the extension rod 312 of the support column 31 is rotated to simultaneously apply a lateral thrust to the main body module 21 and an upward thrust to the suspended module 23, so as to achieve the purpose of applying a force to the inner wall of the room 1 by each filling module 2. In order to improve the stability of the relative position of the suspended module 23 relative to the main body module 21 when being pushed upwards, one side of the main body module 21, facing the suspended module 23, is fixedly connected with an adjusting sliding rail 213, the adjusting sliding rail 213 is an embedded insert on the main body module 21, the side edge of the suspended module 23 is provided with an adjusting sliding groove 233 for sliding of the adjusting sliding rail 213, the length directions of the adjusting sliding rail 213 and the adjusting sliding groove 233 are vertical, and when the adjusting sliding rail 213 and the adjusting sliding groove 233 are matched with each other, the plate surface of the suspended module 23 is flush with the plate surface of the main body module 21. The reservation groove 12 is formed in the inner top wall surface (namely, one side of the upper floor plate facing the lower space) of the room 1, the reinforcement groove 231 is formed in one side of the suspended module 23, which faces away from the fixed module 13, the groove depth directions of the reservation groove 12 and the reinforcement groove 231 are vertical, the reinforcement rod 232 is placed on the suspended module 23 and in the reinforcement groove 231, the suspended module 23 is lifted to be flush with the upper side edge of the upper main body module 21, and at the moment, the reinforcement rod 232 penetrates through the reservation groove 12 and the reinforcement groove 231 simultaneously.
As shown in fig. 1, 2 and 3, when the side edges of each main body module 21 are tightly attached to the inner wall of the room 1, a space for the fixing module 13 to exist is conveniently formed between the two main body modules 21 and below the suspending module 23, and at this time, the masonry of the fixing module 13 can be started. In order to reduce the influence of cement mortar on the screw thread pair of the support column 31 during masonry so as to facilitate the later disassembly and modification of the filling module 2, a protective cover shell 32 made of plastic is adhered to the edge of one side of the suspended module 23, which faces the fixed module 13, through an adhesive, the protective cover shell 32 covers one end, far away from the main body module 21, of the two fixed sleeves 311 into a closed space, the extension rod 312 is prevented from being in contact with cement mortar, flexible joint filling materials are filled in the support groove 211, and then the masonry of the fixed module 13 can be performed. The upper edge of the built fixed module 13 is fixedly connected with the suspension module 23, and the two side edges are fixedly connected with the main body module 21. And building joint filling glue is coated at the joint of each filling module 2 and the inner wall of the room 1, a glue storage chamfer 111 is formed on the groove wall of the positioning groove 11 and positioned at the notch of the positioning groove 11, and the existence of the glue storage chamfer 111 is beneficial to improving the storage quantity of the building joint filling glue at the position, so that the joint filling glue and the concrete structure bonding connection strength is improved. Finally, flexible joint filling materials are filled in gaps between the main body module 21 and the suspension module 23, between the suspension module 23 and the top wall of the room 1 and between the main body module 21 and the top wall of the room 1, and the main body of the filling wall is built.
As shown in fig. 1, the heat-insulating layers are further arranged on the two sides and the wall surface of the wall body of the filling wall, each heat-insulating layer comprises a plurality of polyurethane composite boards 4, the polyurethane composite boards 4 are adhered to the wall surface through adhesives, and the plurality of polyurethane composite boards 4 are fully distributed on the whole wall surface.
The embodiment of the application also discloses a construction process of the building infill wall convenient to dismantle and change, which sequentially comprises the following steps:
s1: building a room 1 structure by adopting a floor slab and a wallboard with positioning grooves 11, coating mortar on the bottom of the positioning grooves 11 before hoisting an upper floor slab, then vertically arranging a main body module 21 according to the positions of the positioning grooves 11 by adopting a slurry-setting method, and temporarily supporting the wall body of the main body module 21 by adopting a steel frame and other modes;
s2: lifting the upper floor slab to form the top wall of the room 1, lifting the suspension module 23 by adopting hydraulic equipment, matching the adjusting chute 233 with the adjusting slide rail 213, inserting the reinforcing rod 232 into the reserved groove 12, and positioning the support column 31 in the height range of the notch of the support groove 211;
s3: the extension rod 312 is rotated, the extension rod 312 is abutted with the supporting block 22 until the upper edge of the suspended module 23 is flush with the upper edge of the main body module 21, and a gap of 20-50mm is formed between the upper edge of the suspended module and the upper floor slab;
s4: bonding the protective cover shell 32 and filling the support groove 211 with flexible joint filling material;
s5: coating building joint filling glue between the filling module 2 and the inner side wall and the inner bottom wall of the room 1;
s6: a fixed module 13 is built between the suspension module 23 and the main body module 21, and meanwhile, the positioning grooves 11 between the two main body modules 21 are filled up, and the side edges of the fixed module 13 are fixedly connected with the filling module 2 through mortar of the fixed module;
s7: after the mortar of the fixed module 13 is solidified, flexible joint filling materials are filled in gaps between the main body module 21 and the suspension module 23, between the suspension module 23 and the top wall of the room 1 and between the main body module 21 and the top wall of the room 1;
s8: after the fixing module 13 is molded, the filling wall is integrally molded, and the polyurethane composite board 4 is adhered outside the wall body through an adhesive.
The implementation principle of the building filling wall convenient to dismantle and change is as follows:
the whole filling wall is subjected to modularized segmentation, the connection mode between the modules except the fixed module 13 and the inner wall of the room 1 is not directly connected by adopting concrete, each filling module 2 is tightly abutted against the inner wall of the room 1 under the action of the jacking mechanism 3, then the fixed module 13 is formed, and the fixed module 13 plays a supporting role on the filling module 2 in a normal state, so that the whole filling wall is stable in state. When the later stage has the requirement of dismantling and changing the infill wall, only the fixed module 13 needs to be knocked out by adopting a traditional means, for the infill module 2, the connection foundation of each module can be relieved by removing the adhesive between the edge of the module and the inner wall of the room 1 and the seat slurry concrete structure and the flexible joint filling materials between each module, and the seat slurry concrete structure can be dismantled by adopting vibration working equipment such as impact drills and the like, so that the integral disassembly of the infill module 2 is facilitated.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (4)
1. The utility model provides a building infilled wall convenient to tear open and change which characterized in that: the filling device comprises a fixing module (13) and a plurality of filling modules (2), wherein the fixing module (13) is fixedly connected with the inner bottom wall of a room (1), the filling modules (2) are abutted against the inner wall of the room (1) or the side wall of the fixing module (13), and the filling device further comprises a propping mechanism (3), wherein the propping mechanism (3) is used for applying thrust towards the inner wall of the room (1) to the filling modules (2);
positioning grooves (11) are formed in the inner bottom wall and the inner side wall of the room (1), edges of the filling modules (2) are inserted into the positioning grooves (11), glue storage chamfer angles (111) are formed in groove walls of the positioning grooves (11) and at groove openings of the positioning grooves (11), and building joint filling glue is coated between the groove walls of the positioning grooves (11) and the filling modules (2);
the three filling modules (2) are respectively positioned at the upper part and the opposite sides of the fixed module (13), the filling module (2) positioned at the top of the fixed module (13) is a suspension module (23), the supporting mechanism (3) comprises a supporting column (31), the length direction of the supporting column (31) is in the horizontal direction and is positioned between the suspension module (23) and the fixed module (13), and the opposite ends of the supporting column (31) are respectively abutted against the filling modules (2) at the opposite sides of the fixed module (13); the support column (31) comprises a fixed sleeve (311) and an extension rod (312), wherein the fixed sleeve (311) and the extension rod (312) are coaxially connected in a threaded manner, and the fixed sleeve (311) is fixedly connected to one side, facing the fixed module (13), of the suspension module (23);
the filling modules (2) positioned on two opposite sides of the fixing module (13) are main body modules (21), one side, facing the fixing module (13), of each main body module (21) is provided with a supporting groove (211), each supporting groove (211) is internally provided with a supporting block (22), the groove wall surface, close to the inner bottom wall of the room (1), of each supporting groove (211) is an adjusting wedge surface (212), one side, close to the groove opening of each supporting groove (211), of each adjusting wedge surface (212) is inclined downwards, one side, facing the inner wall of each supporting groove (211), of each supporting block (22) is fixedly connected with an elastic pad (221), and the end part of each extending rod (312) is abutted to each supporting block (22);
an adjusting sliding rail (213) is fixedly connected to one side, facing the suspension module (23), of the main body module (21), an adjusting sliding groove (233) for sliding the adjusting sliding rail (213) is formed in the side edge of the suspension module (23), and the length direction of the adjusting sliding rail (213) is in the vertical direction;
the utility model discloses a reinforced concrete house, including unsettled module (23), fixed module (13) and fixed module (23), reserve groove (12) have been seted up on the interior roof face of room (1), unsettled module (23) has been seted up one side of deviating from fixed module (13) and has been strengthened groove (231), the groove depth direction of reserve groove (12) and strengthening groove (231) is vertical direction, be equipped with stiffening rod (232) on unsettled module (23), stiffening rod (232) pass reserve groove (12) and strengthening groove (231) simultaneously.
2. The easy-to-disassemble building filler wall of claim 1, wherein: the suspension module (23) is provided with a protection housing (32), the part of the extension rod (312) outside the fixing sleeve (311) is positioned in the protection housing (32), and the protection housing (32) is fixed with the fixing sleeve (311) and the suspension module (23) through adhesives.
3. A building infill wall for easy removal and modification according to claim 2, wherein: the thermal insulation layer comprises a plurality of polyurethane composite boards (4), and the polyurethane composite boards (4) are fixedly connected with the surfaces of the fixing modules (13) and/or the filling modules (2) through adhesives.
4. A construction method for the easy-to-disassemble and-change building infill wall of claim 3, characterized in that: the method sequentially comprises the following steps:
s1: building a room (1) structure by adopting a floor slab and a wallboard with a positioning groove (11), coating mortar on the bottom of the positioning groove (11), erecting a main body module (21) according to the position of the positioning groove (11) by adopting a slurry-setting method, and temporarily supporting the wall body of the main body module (21);
s2: lifting the suspension module (23) by adopting hydraulic equipment, so that the adjusting sliding chute (233) is matched with the adjusting sliding rail (213), and the supporting column (31) is positioned in the height range of the notch of the supporting groove (211);
s3: the extension rod (312) is rotated, and the extension rod (312) is abutted with the supporting block (22) until the upper edge of the suspended module (23) is level with the main body module (21);
s4: bonding the protective cover shell (32) and filling flexible joint filling materials into the supporting groove (211);
s5: coating building joint filling glue between the filling module (2) and the inner side wall and the inner bottom wall of the room (1);
s6: a fixing module (13) is built between the suspension module (23) and the main body module (21), and the side edges of the fixing module (13) are fixedly connected with the filling module (2) through mortar of the fixing module;
s7: gaps are formed between the upper edge of the filling module (2) and the upper floor, and after the mortar of the fixing module (13) is solidified, flexible joint filling materials are filled in the gaps between the main body module (21) and the suspension module (23), between the suspension module (23) and the top wall of the room (1) and between the main body module (21) and the top wall of the room (1);
s8: after the fixing module (13) is molded, the filling wall is integrally molded, and the polyurethane composite board (4) is adhered outside the wall through an adhesive.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210969329.3A CN115262804B (en) | 2022-08-12 | 2022-08-12 | Building filling wall convenient to disassemble and change and construction method |
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| CN202210969329.3A CN115262804B (en) | 2022-08-12 | 2022-08-12 | Building filling wall convenient to disassemble and change and construction method |
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| CN115262804A CN115262804A (en) | 2022-11-01 |
| CN115262804B true CN115262804B (en) | 2024-04-16 |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204401871U (en) * | 2014-12-04 | 2015-06-17 | 河南中建工程设计咨询有限公司 | assembled wallboard |
| CN216340249U (en) * | 2021-11-26 | 2022-04-19 | 陕西建工安装集团有限公司 | Split type shock insulation wall structure of building |
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2022
- 2022-08-12 CN CN202210969329.3A patent/CN115262804B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204401871U (en) * | 2014-12-04 | 2015-06-17 | 河南中建工程设计咨询有限公司 | assembled wallboard |
| CN216340249U (en) * | 2021-11-26 | 2022-04-19 | 陕西建工安装集团有限公司 | Split type shock insulation wall structure of building |
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| Publication number | Publication date |
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| CN115262804A (en) | 2022-11-01 |
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