CN113737993A - Shear wall structure with interlayer beams and aluminum-wood formwork construction method thereof - Google Patents
Shear wall structure with interlayer beams and aluminum-wood formwork construction method thereof Download PDFInfo
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- CN113737993A CN113737993A CN202111096226.2A CN202111096226A CN113737993A CN 113737993 A CN113737993 A CN 113737993A CN 202111096226 A CN202111096226 A CN 202111096226A CN 113737993 A CN113737993 A CN 113737993A
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- 239000011229 interlayer Substances 0.000 title claims abstract description 60
- 239000002023 wood Substances 0.000 title claims abstract description 53
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 238000009415 formwork Methods 0.000 title description 3
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 106
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 67
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 239000010410 layer Substances 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 238000013461 design Methods 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 claims description 2
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 238000009432 framing Methods 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 239000002356 single layer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical group 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012546 transfer Methods 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a shear wall structure with an interlayer beam and an aluminum-wood template construction method thereof, and relates to the field of building construction. The shear wall structure with the interlayer beams and the aluminum-wood template construction method thereof comprise a shear wall main body, wherein the interlayer beam main body is poured in the middle of the side face of the shear wall main body, aluminum alloy standard wallboards and aluminum alloy standard beam boards are respectively arranged on the outer surfaces of the shear wall main body and the interlayer beam main body, a scaffold is arranged in the middle of the shear wall main body, supporting steel pipes and aluminum mold supports are respectively arranged on the outer surfaces of the aluminum alloy standard wallboards and the aluminum alloy standard beam boards, and the other ends of the supporting steel pipes and the aluminum mold supports are fixedly arranged on the outer surfaces of the scaffold. The shear wall structure with the interlayer beams and the construction method of the aluminum-wood template of the shear wall structure solve the problem that the interlayer beams and the middle floor slab cannot be integrally constructed along with the shear wall main body, and meanwhile, the aluminum alloy template is reduced during construction.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a shear wall structure with an interlayer beam and an aluminum-wood template construction method thereof.
Background
With the rapid development of the building industry, the demand of people on large-space and personalized building structures is continuously improved, a high and large space structure with interlayer beams is produced, the interlayer spacing is about 5m, and the high and large space structure has a double-layer compound structure with the characteristics of fluidity, developability, transparency, artistry and the like.
However, in the actual construction process, due to the complex structure, the number of templates required for one-step forming by adopting the traditional shear wall template is large, the cost is high, the difficulty of concrete pouring and reinforcing steel bar binding is increased, the interlayer part cannot be constructed along with the main structure, so that the safety risk is large, the secondary construction material is difficult to transfer, the flexibility is poor, and the integral rigidity of the building is greatly influenced, so that the shear wall structure with the interlayer beam and the aluminum-wood template construction method thereof need to be provided to solve the problems.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention discloses a shear wall structure with an interlayer beam and an aluminum-wood template construction method thereof, and aims to solve the problems in the background art.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: a shear wall structure with an interlayer beam and a construction method of an aluminum-wood template thereof comprise the following steps;
the shear wall comprises a shear wall main body, wherein an interlayer beam main body is poured in the middle of the side face of the shear wall main body, aluminum alloy standard wallboards and aluminum alloy standard beam boards are respectively arranged on the outer surfaces of the shear wall main body and the interlayer beam main body, a scaffold is erected on the side face of the shear wall main body, a support steel pipe and an aluminum mold support are respectively arranged on the outer surfaces of the aluminum alloy standard wallboards and the aluminum alloy standard beam boards, and the other ends of the support steel pipe and the aluminum mold support are fixedly arranged on the outer surface of the scaffold;
the aluminum mould angle mould is fixedly installed with the second square timber, and a wood top plate is fixedly installed at the top of the second square timber.
Preferably, the aluminum mould angle mould is fixedly installed at the top of the aluminum alloy standard wallboard and is close to the outer surface of the shear wall main body, and the top end of the scaffold is abutted to the lower surface of the square pipe.
Preferably, the angle aluminium is installed to the bottom of aluminum alloy standard wallboard, the top of aluminum alloy standard wallboard is installed and is accepted the K board, the top of accepting the K board is installed and is connect high wallboard, the surface mounting of aluminum alloy standard wallboard has the support steel pipe.
Preferably, the top of the aluminum alloy standard beam plate is fixedly provided with a high beam plate, and the lower surface of the aluminum alloy standard beam plate is provided with an aluminum mould support.
Preferably, the aluminum alloy standard wall plate, the high wall plate, the aluminum alloy standard beam plate and the high beam plate are fixedly provided with aluminum alloy back edges on the outer surface, the supporting steel pipe and the aluminum mould support are fixedly connected with clamping seats on the top ends, and the clamping seats are fixedly arranged on the outer surface of the aluminum alloy back edges through bolts.
Preferably, the number of the aluminum alloy standard wall plates and the number of the aluminum alloy standard beam plates are multiple groups, pins are movably inserted between the aluminum alloy standard wall plates, pins are movably inserted between the aluminum alloy standard beam plates, and pin pieces are movably clamped on the outer surfaces of the pins.
Preferably, the scaffold is internally paved with a compression-type steel plate.
Preferably, the construction method of the shear wall structure with the interlayer beam and the aluminum-wood template thereof comprises the following steps;
s1, preparation for construction
Firstly, steel bar binding of a shear wall main body and an interlayer beam main body at the lower half part is carried out, then a scaffold is erected for the first time, the scaffold is selected from a plate buckle type, a full-space frame is erected, a frame body is erected and required to be erected according to standard requirements, the elevation of the flat-layer erection is calculated in advance, the positive and negative height difference of the elevation of the casting elevation in different times is not larger than 300mm, after the frame body is erected, a profiled steel plate with the top of 400mm 3000mm 12mm is fully paved to serve as an operation platform, the distance of the profiled steel plate extending out of the scaffold at the edge is not smaller than 250mm, the lap of the short edge is not smaller than 250mm, the lap of the long edge is not smaller than 100mm, and the full-space frame is paved.
S2 assembly of bottom layer templates
Then, mounting aluminum alloy templates on the outer surface of the shear wall main body, namely angle aluminum, an aluminum alloy standard wallboard, a receiving K plate and a connecting high wallboard from bottom to top in sequence, wherein during mounting, the receiving K plate is arranged below the connecting high wallboard, and the connecting high wallboard cannot be reversely mounted; the pin pitch of the aluminum alloy standard beam plate is generally 100mm, meanwhile, the aluminum alloy standard wall plate and the aluminum alloy standard beam plate are supported and reinforced by a support steel pipe and an aluminum mould support through a full frame, the vertical and flatness of the template need to meet 0.4mm, the number of supports is not less than 2, and the transverse distance between adjacent supports is about 2 m;
s3, flat-bed concrete pouring
The flat concrete pouring is primary concrete pouring, during pouring, an operation platform built by profiled steel sheets is used for construction, concrete is poured between aluminum alloy standard wallboards and is combined with a pre-built reinforcement cage, the pouring height is 2.770m, meanwhile, the aluminum die design is suitable for being higher than the concrete pouring surface, the project is designed to be 50mm angle aluminum +2500mm aluminum alloy standard wallboard and 100mm receiving K board and 200mm high-height wallboard, the total height exceeds the pouring completion structure surface by 80mm, for secondary plate pouring construction, the receiving part consists of 100mm receiving K board and 200mm high-height wallboard, and bottom layer and interlayer beam concrete pouring is completed at one time;
s4, pouring sandwich concrete
After concrete pouring of the bottom layer and the interlayer beam is finished, the scaffold is connected to the height, the scaffold is connected to the aluminum mould angle mould position, the upper portion of the scaffold is provided with a jacking support for laying and using a wood top plate, before pouring of interlayer concrete, angle aluminum is removed and a wall plate is connected to the height, the bottom aluminum alloy standard wall plate is poured to the top of a receiving K plate for mounting and connecting, the aluminum mould angle mould is mounted on the upper portion of the aluminum alloy standard wall plate, a second square wood is mounted at the end portion of the aluminum mould angle mould, holes with the size of 20mm are formed in the second square wood when the second square wood is connected with the aluminum mould angle mould, the distance is smaller than or equal to 500mm, a No. 8 screw is adopted to mount the aluminum mould angle mould, the first square wood in the middle portion is laid on the upper surface of a square pipe, then the wood top plate is laid on the upper surfaces of the first square wood and the second wood for fixing, then the interlayer beam and the top plate formwork frame are built, then the upper beam and the top plate reinforcing steel bars are bound, finally, the interlayer shear wall is completed in one step, And pouring concrete for the sandwich beam and the top floor slab.
The invention discloses a shear wall structure with an interlayer beam and an aluminum-wood template construction method thereof, which have the following beneficial effects:
1. the shear wall structure with the interlayer beams and the aluminum-wood template construction method thereof adopt a single-layer and multi-time construction method, a 5.4m single-layer space is divided into an upper layer and a lower layer from the interlayer beam part for two times of construction by reasonably dividing the construction joint position, the construction is carried out for two times from the position of the bearing K plate according to the characteristics of different types of template systems through research and analysis, the bearing K plate is not dismantled after the first construction concrete is poured, the standard wall plate is dismantled and circulated to the second construction height, then the interlayer beams and the middle floor slab are poured, and then the shear wall is poured on the upper layer, so that the problem that the traditional construction technology cannot carry out one-time construction on the interlayer beams along with the main body structure is solved.
2. According to the shear wall structure with the interlayer beams and the construction method of the aluminum-wood template of the shear wall structure with the interlayer beams, the aluminum alloy template is adopted for construction of the vertical members and the interlayer beams, the floor plates are constructed by adopting the wood templates, the top of the shear wall structure is effectively spliced with the vertical aluminum alloy template and the horizontal wood template by adopting a special connecting piece, an aluminum-wood combined template system is formed, the shear wall, the beams and the top plate at the interlayer positions can be poured at one time, and the integrity of the building structure is improved.
3. According to the construction characteristics of the aluminum mould bearing K plate, construction is performed twice from the bearing K plate, after concrete is poured for the first time, the aluminum alloy standard wall plate at the bottom is dismantled and turned to the second construction height, then upper layer pouring is performed, template configuration is reduced, and construction cost is reduced.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic structural view of the outer surface of the scaffold of the present invention;
FIG. 3 is a schematic view of the outer surface structure of the interlaminar beam and the wood roof panel of the present invention;
FIG. 4 is a schematic view of the outer surface structure of the interlaminar beam of the present invention;
FIG. 5 is a schematic view of the external surface structure of a standard aluminum alloy wallboard according to the present invention;
FIG. 6 is a schematic structural view of an aluminum die angle die and a wood roof plate according to the present invention;
fig. 7 is an exploded view of the external surface structure of the aluminum alloy standard wallboard of the present invention.
In the figure: 1. a shear wall body; 2. an interlaminar beam body; 3. a scaffold; 4. standard wallboard of aluminum alloy; 5. a wood top plate; 6. profiled steel sheets; 7. an angle aluminum; 8. receiving the K plate; 9. connecting a high wallboard; 10. aluminum alloy standard beam plates; 11. connecting a high beam plate; 12. supporting an aluminum mould; 13. an aluminum die corner die; 14. supporting the steel pipe; 15. a first square timber; 16. a square tube; 17. a pin piece; 18. aluminum alloy back ridges; 19. a card holder; 20. a pin; 21. and (5) second square timber.
Detailed Description
The embodiment of the invention discloses a shear wall structure with an interlayer beam and an aluminum-wood template construction method thereof, as shown in figures 1-7, a shear wall main body 1 is provided, an interlayer beam main body 2 is poured in the middle of the side surface of the shear wall main body 1, the outer surfaces of the shear wall main body 1 and the interlayer beam main body 2 are respectively provided with an aluminum alloy standard wall plate 4 and an aluminum alloy standard beam plate 10, a scaffold 3 is erected on the side surface of the shear wall main body 1, the outer surfaces of the aluminum alloy standard wall plate 4 and the aluminum alloy standard beam plate 10 are respectively provided with a support steel pipe 14 and an aluminum mold support 12, and the other ends of the support steel pipe 14 and the aluminum mold support 12 are fixedly installed on the outer surface of the scaffold 3;
the aluminum mould angle die 13, the aluminum mould angle die 13 and second square timber 21 fixed mounting, the top fixed mounting of second square timber 21 has wooden roof 5.
Further, the aluminum mould angle mould 13 is fixedly installed at the top of the aluminum alloy standard wallboard 4, the aluminum mould angle mould 13 is close to the outer surface of the shear wall main body 1, and the top end of the scaffold 3 is abutted to the lower surface of the square pipe 16.
Furthermore, the bottom of the aluminum alloy standard wall plate 4 is provided with an angle aluminum 7, the top of the aluminum alloy standard wall plate 4 is provided with a receiving K plate 8, the top of the receiving K plate 8 is provided with a height-connecting wall plate 9, and the outer surface of the aluminum alloy standard wall plate 4 is provided with a supporting steel pipe 14.
Further, the top of the aluminum alloy standard beam plate 10 is fixedly provided with a high beam plate 11, and the lower surface of the aluminum alloy standard beam plate 10 is provided with an aluminum mold support 12.
Further, the outer surfaces of the aluminum alloy standard wall plate 4, the high wall plate 9, the aluminum alloy standard beam plate 10 and the high beam plate 11 are fixedly provided with an aluminum alloy back edge 18, the top ends of the supporting steel pipe 14 and the aluminum mould support 12 are fixedly connected with clamping seats 19, and the clamping seats 19 are fixedly arranged on the outer surface of the aluminum alloy back edge 18 through bolts.
Further, the number of the aluminum alloy standard wall plates 4 and the number of the aluminum alloy standard beam plates 10 are multiple groups, pins 20 are movably inserted between the multiple groups of aluminum alloy standard wall plates 4, pins 20 are movably inserted between the multiple groups of aluminum alloy standard beam plates 10, and pin pieces 17 are movably clamped on the outer surfaces of the pins 20.
Furthermore, a profiled steel sheet 6 is laid inside the scaffold 3.
Further, the construction method of the shear wall structure with the interlayer beam and the aluminum-wood template thereof comprises the following steps;
s1, preparation for construction
Firstly, carry out the reinforcement of the shear force wall main part 1 of the latter half and the layer roof beam main part 2, then carry out the first time scaffold 3 and set up, scaffold 3 chooses the dish knot formula for use, set up full hall frame, the support body sets up and needs to set up according to the standard requirement, calculate the flat bed in advance and set up the elevation, with pour the positive and negative difference in height of elevation in grades not more than 300mm, after the support body sets up the completion, 400mm 3000mm 12 mm's profiled sheet 6 as operation platform is fully laid at the top, 3 distances of profiled sheet 6 edge extension scaffold should not be less than 250mm, the minor face overlap should not be less than 250mm, long limit overlap should not be less than 100mm, full hall puts up and is full.
S2 assembly of bottom layer templates
Then, mounting aluminum alloy templates on the outer surface of the shear wall main body 1, namely, an angle aluminum 7, an aluminum alloy standard wallboard 4, a receiving K plate 8 and a high-rise wallboard 9 from bottom to top in sequence, wherein during mounting, the receiving K plate 8 is arranged below the high-rise wallboard 9, and reverse mounting cannot occur, meanwhile, the beam templates are assembled in a mode that an aluminum alloy standard beam plate 10 is connected with a high beam plate 11, meanwhile, the aluminum alloy templates are connected through pins 20 and pin pieces 17, the hole pitch of the aluminum alloy standard wallboard 4 is 300mm through the pins 20, and two ends are properly encrypted; the hole pitch of the pins 20 of the aluminum alloy standard beam plate 10 is generally 100mm, meanwhile, the aluminum alloy standard wall plate 4 and the aluminum alloy standard beam plate 10 are supported and reinforced by a full frame through supporting steel pipes 14 and aluminum mould supports 12, the vertical and flatness of the template need to meet 0.4mm, the number of supports is not less than 2, and the transverse distance between adjacent supports is about 2 m;
s3, pouring bottom concrete
The flat concrete pouring is primary concrete pouring, construction is carried out by using an operation platform built by profiled steel sheets 6 during pouring, concrete is poured between aluminum alloy standard wall boards 4 and is combined with a pre-built reinforcement cage, the pouring height is 2.770m, meanwhile, the aluminum die is designed to be higher than a concrete pouring surface, the project is designed to be that a 50mm angle aluminum 7+2500mm aluminum alloy standard wall board 4+100mm receives a K board 8+200mm high-connected wall board 9, the total height exceeds a pouring completion structure surface by 80mm, the receiving part is composed of a 100mm high-connected K board 8+200mm high-connected wall board 9 for secondary plate pouring construction, and the concrete pouring of a flat shear wall and an interlayer beam is completed at one time;
s4, pouring sandwich concrete
After the concrete pouring of the bottom layer and the interlayer beam is finished, the scaffold 3 is connected to the height, the scaffold body is connected to the position of an aluminum mould angle mould 13, the upper part is provided with a jacking support so as to facilitate the laying of a wood top plate 5 for use, the angle aluminum 7 and a high wall plate 9 are removed before the concrete pouring of the interlayer, the aluminum alloy standard wall plate 4 at the bottom is transferred to the top of a receiving K plate 8 for installation and connection, then the aluminum mould angle mould 13 is installed at the top of the aluminum alloy standard wall plate 4, a second square wood 21 is arranged at the end part of the aluminum mould angle mould 13, then holes with the distance of 20mm or less are formed in the second square wood 21, No. 8 screws are adopted for installation with the aluminum mould angle mould 13, a first square wood 15 at the middle part is laid on the upper surface of a square pipe 16, then the wood top plate 5 is laid on the upper surfaces of the first square wood 15 and the second square wood 21 for fixing, then the construction of the interlayer beam and the top plate template frame is finished, and then the upper beam and top plate reinforcing steel bars are bound, and finally, completing concrete pouring of the interlayer shear wall, the interlayer beam and the top floor slab at one time.
Working principle; when the device is used, firstly, steel bars of a shear wall main body 1 and an interlayer beam main body 2 at the lower half part are bound, then a first-time scaffold 3 is erected, then 50mm angle aluminum 7+2500mm aluminum alloy standard wall boards 4+100mm high-connection wall boards 9 for bearing K boards 8+200mm are sequentially installed on the outer surface of the erected shear wall steel reinforcement cage, then a profiled steel plate 6 is erected on the scaffold 3 to serve as an operation platform, and at the moment, an operator stands on the profiled steel plate 6 to perform first pouring, so that the flat-layer shear wall main body and the interlayer beam are poured at one time;
after the bottom of the shear wall main body is poured, the scaffold 3 is connected to be high, the frame body is connected to the aluminum mould corner mould 13, then the corner aluminum 7 and the high wall plate 9 are removed, meanwhile, the bottom aluminum alloy standard wall plate 4 is transferred to the top to be connected with the receiving K plate 8 in an installing mode, a supporting steel pipe 14 is installed between the scaffold 3 and the upper half aluminum alloy standard wall plate 4 for supporting, then the lower surface of a square pipe 16 is in contact with the top end of the scaffold 3, then a first square wood 15 is laid on the upper surface of the square pipe 16, then a wood top plate 5 is laid on the upper surfaces of the first square wood 15 and the second square wood 21 of the aluminum mould corner mould for fixing, then a sandwich beam and a top plate steel bar binding are carried out, and finally the concrete pouring of the sandwich shear wall, the sandwich beam and the top plate is finished at one time;
the foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. A shear wall structure with an interlayer beam and an aluminum-wood template thereof are characterized by comprising;
the shear wall comprises a shear wall main body (1), wherein an interlayer beam main body (2) is poured in the middle of the side face of the shear wall main body (1), aluminum alloy standard wallboards (4) and aluminum alloy standard beam boards (10) are respectively arranged on the outer surfaces of the shear wall main body (1) and the interlayer beam main body (2), a scaffold (3) is erected on the side face of the shear wall main body (1), supporting steel pipes (14) and aluminum mold supports (12) are respectively arranged on the outer surfaces of the aluminum alloy standard wallboards (4) and the aluminum alloy standard beam boards (10), and the other ends of the supporting steel pipes (14) and the aluminum mold supports (12) are fixedly arranged on the outer surface of the scaffold (3);
the aluminum mould corner mould (13), aluminum mould corner mould (13) and second square timber (21) fixed mounting, the top fixed mounting of second square timber (21) has wooden roof (5).
2. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 1, wherein: the aluminum mould angle mould (13) is fixedly installed at the top of the aluminum alloy standard wallboard (4), the aluminum mould angle mould (13) is close to the outer surface of the shear wall main body (1), and the top end of the scaffold (3) is abutted to the lower surface of the square pipe (16).
3. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 1, wherein: angle aluminium (7) are installed to the bottom of aluminium alloy standard wallboard (4), K board (8) are accepted to the top of aluminium alloy standard wallboard (4) is installed, the top of accepting K board (8) is installed and is connect high wallboard (9), the surface mounting of aluminium alloy standard wallboard (4) has support steel pipe (14).
4. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 3, wherein: the top of the aluminum alloy standard beam plate (10) is fixedly provided with a high beam plate (11), and the lower surface of the aluminum alloy standard beam plate (10) is provided with an aluminum mould support (12).
5. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 4, wherein: the aluminum alloy wall plate is characterized in that aluminum alloy standard wall plates (4), high wall plates (9), aluminum alloy standard beam plates (10) and high beam plates (11) are fixedly provided with aluminum alloy back edges (18) on the outer surface, the top ends of supporting steel pipes (14) and aluminum mold supports (12) are fixedly connected with clamping seats (19), and the clamping seats (19) are fixedly arranged on the outer surface of the aluminum alloy back edges (18) through bolts.
6. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 1, wherein: the aluminum alloy standard wall board is characterized in that the number of the aluminum alloy standard wall boards (4) and the number of the aluminum alloy standard beam boards (10) are multiple groups, the multiple groups are formed by movably inserting pins (20) between the aluminum alloy standard wall boards (4) and multiple groups are formed by movably inserting pins (20) between the aluminum alloy standard beam boards (10), and pin pieces (17) are movably clamped on the outer surfaces of the pins (20).
7. The shear wall structure with the interlayer beam and the aluminum-wood template thereof according to claim 1, wherein: and a compression steel plate (6) is paved inside the scaffold (3).
8. The construction method of the shear wall structure with the interlayer beam and the aluminum-wood template thereof according to any one of claims 1 to 7 comprises the following steps;
s1, preparation for construction
Firstly, carry out the reinforcement of shear force wall main part (1) and the roof beam main part (2) between layer of the latter half, then carry out scaffold (3) and set up for the first time, scaffold (3) select the dish knot formula for use, set up full hall frame, the support body sets up and needs to set up according to the standard requirement, calculate the flat bed in advance and set up the elevation, with pouring the positive and negative difference in height of elevation in grades and be not more than 300mm, after the support body sets up the completion, 400mm 3000mm 12 mm's profiled sheet (6) as operation platform at the top full pavement, profiled sheet (6) edge stretches out scaffold (3) distance and should not be less than 250mm, the minor face overlap joint should not be less than 250mm, the long limit overlap joint should not be less than 100mm, full hall frame is filled up.
S2 assembly of bottom layer templates
Then, aluminum alloy templates on the outer surface of the shear wall main body (1) are installed, namely angle aluminum (7), an aluminum alloy standard wallboard (4), a receiving K plate (8) and a high-wall connecting plate (9) from bottom to top, during installation, the receiving K plate (8) is arranged below the high-wall connecting plate (9), reverse installation cannot occur, meanwhile, the beam templates are assembled in a mode that an aluminum alloy standard beam plate (10) is additionally connected with a high beam plate (11), meanwhile, the aluminum alloy templates are connected through pins (20) and pin pieces (17), the hole pitch of the aluminum alloy standard wallboard (4) is 300mm through the pins (20), and two ends of the aluminum alloy standard wallboard are appropriately encrypted; the hole pitch of the aluminum alloy standard beam plate (10) is generally 100mm by adopting pins (20), meanwhile, the aluminum alloy standard wall plate (4) and the aluminum alloy standard beam plate (10) are supported and reinforced by adopting supporting steel pipes (14) and aluminum mould supports (12) through a full framing, the vertical and flatness of the template need to meet 0.4mm, the number of the supports is not less than 2, and the transverse distance between adjacent supports is about 2 m;
s3, flat-bed concrete pouring
The method comprises the following steps of (1) carrying out flat concrete pouring, namely primary concrete pouring, wherein an operation platform built by profiled steel sheets (6) is used for construction during pouring, concrete is poured between aluminum alloy standard wall boards (4) and is combined with a pre-built reinforcement cage, the pouring height is 2.770m, meanwhile, the aluminum mould design is higher than the concrete pouring surface, the project design is that 50mm angle aluminum (7) +2500mm aluminum alloy standard wall boards (4) +100mm receiving K boards (8) +200mm high-connected wall boards (9), the total height exceeds the pouring completion structural surface by 80mm, the receiving part is composed of 100mm receiving K boards (8) +200mm high-connected wall boards (9), and the concrete pouring of a bottom layer and an interlayer beam is completed at one time;
s4, pouring sandwich concrete
After the concrete pouring of the bottom layer and the interlayer beam is finished, the scaffold (3) is connected to the height, the scaffold body is connected to the position of an aluminum mould angle mould (13), the upper part of the scaffold body is provided with a top support so as to facilitate the laying of a wooden top plate (5) for use, the angle aluminum (7) and a high wall plate (9) are removed before the concrete pouring of the interlayer, the aluminum alloy standard wall plate (4) at the bottom is overturned to be connected with a carrying K plate (8) in an installing way, then the aluminum mould angle mould (13) is installed on the aluminum alloy standard wall plate (4), then a hole of 20mm is formed in a second square wood (21) on the aluminum mould angle mould (13), the distance is less than or equal to 500mm, a No. 8 screw is adopted to be installed with the aluminum mould angle mould (13), a first square wood (15) in the middle of the top plate is laid on the upper surface of a square pipe (16), then the wooden top plate (5) is laid on the upper surfaces of the first square wood (15) and the second square wood (21) for fixing, and then the beam and top plate frame building is finished, and binding the upper beam and the top plate steel bars, and finally completing concrete pouring of the interlayer shear wall, the interlayer beam and the top floor slab at one time.
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