CN112593647A - Shear wall structure building and construction method thereof - Google Patents
Shear wall structure building and construction method thereof Download PDFInfo
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- CN112593647A CN112593647A CN202011391076.3A CN202011391076A CN112593647A CN 112593647 A CN112593647 A CN 112593647A CN 202011391076 A CN202011391076 A CN 202011391076A CN 112593647 A CN112593647 A CN 112593647A
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- shear wall
- template
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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
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
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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
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Abstract
The invention discloses a shear wall structure building and a construction method thereof, belongs to the technical field of assembly body buildings, and solves the problem that the existing shear wall is easy to break when being impacted by the outside because the horizontal short ribs and the pull hoops are matched to work and the wall body cannot be protected by buffering; the technical characteristics are as follows: the concrete filling device comprises a bottom plate, a right template and a left template, wherein the right template is fixedly arranged on the bottom plate, the left template is arranged on one side of the right template, which is far away from the bottom plate, the right template and the left template surround to form a concrete filling area, a plurality of positioning grooves are longitudinally and uniformly distributed on the inner wall of the right template, and a buffer mechanism for protecting the bottom plate and the right template is arranged in each positioning groove; the embodiment of the invention is provided with the buffer mechanism, the buffer protection of the right template and the left template is realized through the buffer mechanism, the fracture of the shear wall can be avoided while the hardness of the shear wall is ensured, the service life of the shear wall is prolonged, and the arrangement of the reinforcing component plays a role in reinforcing the shear wall.
Description
Technical Field
The invention relates to the technical field of assembly body buildings, in particular to a shear wall structure building and a construction method thereof.
Background
The precast concrete component needs to be transported to the site for installation after the prefabrication of the prefabricated plant is completed. The prefabricated shear wall component and the cast-in-place shear wall need to be assembled and connected, the quality of an assembled building can be guaranteed by realizing the stable connection of the prefabricated shear wall and the cast-in-place section of the shear wall, and meanwhile, compared with the traditional building wall body, the shear wall has the advantages of energy conservation and environmental protection.
Chinese patent CN204098275U discloses a connection structure of a thin-walled steel concrete shear wall and a reinforced concrete shear wall therebelow, which includes a thin-walled steel concrete shear wall and a reinforced concrete shear wall connected up and down, wherein two sides of each vertical keel in the thin-walled steel concrete shear wall are respectively provided with a vertical connection steel bar, horizontal short bars and a plurality of pull hoops are arranged between the horizontal bars at the wall surfaces at the two sides in the reinforced concrete shear wall, a vertical i-shaped steel is arranged between every two horizontal short bars, and a part of the i-shaped steel is located in the thin-walled steel concrete shear wall.
Disclosure of Invention
The invention aims to provide a shear wall structure building which comprises a bottom plate, a right template and a left template, wherein the right template is fixedly installed on the bottom plate, the left template is arranged on one side, away from the bottom plate, of the right template, the right template and the left template surround to form a concrete filling area, concrete is filled in the concrete filling area, a plurality of positioning grooves are longitudinally and uniformly distributed in the inner wall of the right template, and a buffer mechanism used for protecting the bottom plate and the right template is arranged in each positioning groove, so that the problem that the wall body is easy to break when being impacted by the outside due to the fact that the horizontal short ribs and the pull hoops in the conventional shear wall cannot be matched for working to buffer and protect the wall body.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides a shear force wall structure building, includes bottom plate, right template and left template, and fixed mounting has right template on the bottom plate, and one side that the bottom plate was kept away from to right template is provided with left template, and right template and left template surround and form the concrete filling district, and the concrete filling is filled in the concrete filling district, and the vertical equipartition of inner wall of right template has a plurality of constant head tanks, is provided with the buffer gear who is used for protecting bottom plate and right template in the constant head tank.
As a further scheme of the invention: buffer gear is including articulated seat and positioning disk, articulated seat symmetry sets up on left template, articulated seat passes through bolt fixed mounting on the lateral wall of left template, and articulated on the articulated seat have first push rod, the one end that articulated seat was kept away from to first push rod articulates there is articulated piece, the middle part fixed mounting in concrete filling area has the positioning disk, the symmetry is provided with two articulated grooves on the positioning disk, articulated piece movable mounting is in articulated inslot, and articulated piece still articulates there is the second push rod, the one end that articulated piece was kept away from to the second push rod articulates there is the slider.
As a still further scheme of the invention: adjacent two rotate through the pivot between the second push rod and connect, and pivoted fixed mounting is in the concrete filling district, and the slider cover is established on the slide bar, and the lateral wall fixed connection of bolt and constant head tank is passed through at the both ends of slide bar, and the both ends of slide bar are still fixed mounting to be used for the spacing stop block of slider, are provided with the buffer spring who is used for protecting the slider between stop block and the slider, and the buffer spring cover is established on the slide bar.
As a still further scheme of the invention: a plurality of clamping grooves are symmetrically formed in the right template and the left template respectively, a reinforcing assembly used for reinforcing the shear wall is arranged between the clamping grooves on the same horizontal line, the reinforcing assembly comprises a connecting block, and two sides of the connecting block are clamped with the clamping grooves respectively.
As a still further scheme of the invention: the symmetry is provided with two horizontal mounting grooves on the connecting block, fixed mounting has the positioning seat in the horizontal mounting groove, pass through bolt fixed connection between horizontal mounting groove and the positioning seat, the equipartition has a plurality of levels to lead to the groove on the positioning seat, the level leads to the inslot and is provided with the lacing wire fixing base, vertically be provided with a plurality of thread grooves on the left side template, be provided with the threaded rod in the thread groove, pass through threaded connection between threaded rod and the thread groove, the tip fixed mounting of threaded rod has adjusting nut, the fixed cover in outside of threaded rod is equipped with the reel, pass through lacing wire.
A building method based on a shear wall structure building comprises the following steps:
s1, prefabricating and assembling a bottom plate in a factory, filling lightweight concrete in the bottom plate, prefabricating a right template and a left template, determining that positioning grooves for installing a buffer mechanism are formed by adopting different molds according to the type and the size of a shear wall to be constructed while prefabricating the right template, and reserving for later use after prefabricating;
s2, prefabricating a connecting block in a die, simultaneously forming two horizontal mounting grooves in the connecting block, mounting the positioning seat in the horizontal mounting grooves after coating is finished, and drilling a horizontal through groove on the positioning seat after mounting is finished;
s3, taking the lacing wire, polishing the outer surface of the lacing wire, coating an insulating layer on the outer surface of the lacing wire, installing a threaded rod in an adjusting nut, welding a reel outside the threaded rod, fixedly connecting two ends of the lacing wire with the reel and a lacing wire fixing seat respectively, and installing the prefabricated reinforcement assembly in a concrete filling area;
s4, prefabricating a buffer mechanism, fixedly installing a positioning disc in a concrete filling area, fixedly connecting a sliding rod with the side wall of the positioning groove through a bolt, then installing a second push rod between an adjusting nut and the positioning disc in a staggered manner, respectively hinging a hinging block and a sliding block at two ends of the second push rod, hinging the hinging block with a first push rod, hinging the other end of the first push rod with a hinging seat, then fixedly installing the hinging seat on the side wall of a left template, and installing the prefabricated buffer mechanism in the concrete filling area;
and S5, pouring concrete into the concrete filling area after the reinforcing component and the buffer mechanism are installed, and completing the construction of the shear wall structure.
In conclusion, the beneficial effects of the invention are as follows: the embodiment of the invention is provided with the buffer mechanism, the buffer protection of the right template and the left template is realized through the buffer mechanism, the fracture of the shear wall can be avoided while the hardness of the shear wall is ensured, the service life of the shear wall is prolonged, and the arrangement of the reinforcing component plays a role in reinforcing the shear wall.
Drawings
Fig. 1 is a schematic structural diagram of the invention.
Fig. 2 is a schematic structural diagram of the bottom plate of the invention.
Fig. 3 is a schematic structural diagram of the connecting block in the invention.
Fig. 4 is a schematic structural view of the positioning seat of the present invention.
Fig. 5 is a schematic structural diagram of the reinforcing component in the invention.
Fig. 6 is a schematic structural diagram of a buffer mechanism in the invention.
FIG. 7 is a schematic structural diagram of a puck according to the present invention.
In the figure: 1-bottom plate, 2-right template, 3-positioning groove, 4-buffer mechanism, 5-clamping groove, 6-connecting block, 7-horizontal mounting groove, 8-positioning seat, 9-horizontal through groove, 10-tie bar fixing seat, 11-tie bar, 12-left template, 13-adjusting nut, 14-threaded rod, 15-reel, 16-threaded groove, 17-hinged seat, 18-first push rod, 19-positioning disk, 20-hinged block, 21-hinged groove, 22-second push rod, 23-slide rod, 24-slide block, 25-buffer spring, 26-stop block and 27-concrete filling area.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
As shown in fig. 1-2, in the embodiment of the invention, a shear wall structure building comprises a bottom plate 1, a right template 2 and a left template 12, wherein the right template 2 is fixedly installed on the bottom plate 1, the left template 12 is arranged on one side of the right template 2 away from the bottom plate 1, the right template 2 and the left template 12 are surrounded to form a concrete filling area 27, concrete is filled in the concrete filling area 27, a plurality of positioning grooves 3 are longitudinally and uniformly distributed on the inner wall of the right template 2, and a buffer mechanism 4 for protecting the bottom plate 1 and the right template 2 is arranged in each positioning groove 3;
as shown in fig. 6-7, the buffer mechanism 4 includes a hinge seat 17 and a positioning plate 19, the hinge seat 17 is symmetrically disposed on the left formwork 12, the hinge seat 17 is fixedly mounted on the side wall of the left formwork 12 through bolts, and a first push rod 18 is hinged on the hinge seat 17, a hinge block 20 is hinged on one end of the first push rod 18 away from the hinge seat 17, the positioning plate 19 is fixedly mounted in the middle of the concrete filling area 27, two hinge grooves 21 are symmetrically disposed on the positioning plate 19, the hinge block 20 is movably mounted in the hinge grooves 21, the hinge block 20 is further hinged with a second push rod 22, and a slider 24 is hinged on one end of the second push rod 22 away from the hinge block 20;
two adjacent second push rods 22 are rotatably connected through a rotating shaft and are rotatably and fixedly arranged in the concrete filling area 27;
the sliding block 24 is sleeved on the sliding rod 23, two ends of the sliding rod 23 are fixedly connected with the side wall of the positioning groove 3 through bolts, two ends of the sliding rod 23 are also fixedly provided with stop blocks 26 used for limiting the sliding block 24, a buffer spring 25 used for protecting the sliding block 24 is arranged between the stop blocks 26 and the sliding block 24, and the buffer spring 25 is sleeved on the sliding rod 23;
the arrangement of the buffer mechanism 4 realizes buffer protection of the right template 2 and the left template 12, and the fracture of the shear wall can be avoided while the hardness of the shear wall is ensured, so that the service life of the shear wall is prolonged.
The right template 2 and the left template 12 are symmetrically provided with a plurality of clamping grooves 5 respectively, a reinforcing component for reinforcing the shear wall is arranged between the clamping grooves 5 on the same horizontal line, the reinforcing component comprises a connecting block 6, and two sides of the connecting block 6 are clamped with the clamping grooves 5 respectively.
Example 2
As shown in fig. 1-2, in the embodiment of the invention, a shear wall structure building comprises a bottom plate 1, a right template 2 and a left template 12, wherein the right template 2 is fixedly installed on the bottom plate 1, the left template 12 is arranged on one side of the right template 2 away from the bottom plate 1, the right template 2 and the left template 12 are surrounded to form a concrete filling area 27, concrete is filled in the concrete filling area 27, a plurality of positioning grooves 3 are longitudinally and uniformly distributed on the inner wall of the right template 2, and a buffer mechanism 4 for protecting the bottom plate 1 and the right template 2 is arranged in each positioning groove 3;
as shown in fig. 6-7, the buffer mechanism 4 includes a hinge seat 17 and a positioning plate 19, the hinge seat 17 is symmetrically disposed on the left formwork 12, the hinge seat 17 is fixedly mounted on the side wall of the left formwork 12 through bolts, and a first push rod 18 is hinged on the hinge seat 17, a hinge block 20 is hinged on one end of the first push rod 18 away from the hinge seat 17, the positioning plate 19 is fixedly mounted in the middle of the concrete filling area 27, two hinge grooves 21 are symmetrically disposed on the positioning plate 19, the hinge block 20 is movably mounted in the hinge grooves 21, the hinge block 20 is further hinged with a second push rod 22, and a slider 24 is hinged on one end of the second push rod 22 away from the hinge block 20;
two adjacent second push rods 22 are rotatably connected through a rotating shaft and are rotatably and fixedly arranged in the concrete filling area 27;
the sliding block 24 is sleeved on the sliding rod 23, two ends of the sliding rod 23 are fixedly connected with the side wall of the positioning groove 3 through bolts, two ends of the sliding rod 23 are also fixedly provided with stop blocks 26 used for limiting the sliding block 24, a buffer spring 25 used for protecting the sliding block 24 is arranged between the stop blocks 26 and the sliding block 24, and the buffer spring 25 is sleeved on the sliding rod 23;
the arrangement of the buffer mechanism 4 realizes buffer protection of the right template 2 and the left template 12, and the fracture of the shear wall can be avoided while the hardness of the shear wall is ensured, so that the service life of the shear wall is prolonged.
The right template 2 and the left template 12 are respectively symmetrically provided with a plurality of clamping grooves 5, a reinforcing component for reinforcing the shear wall is arranged between the clamping grooves 5 on the same horizontal line, the reinforcing component comprises a connecting block 6, and two sides of the connecting block 6 are respectively clamped with the clamping grooves 5;
as shown in fig. 3-5, two horizontal mounting grooves 7 are symmetrically arranged on the connecting block 6, a positioning seat 8 is fixedly mounted in each horizontal mounting groove 7, the horizontal mounting grooves 7 and the positioning seat 8 are fixedly connected through a bolt, a plurality of horizontal through grooves 9 are uniformly distributed on the positioning seat 8, a lacing bar fixing seat 10 is arranged in each horizontal through groove 9, a plurality of thread grooves 16 are longitudinally arranged on the left formwork 12, threaded rods 14 are arranged in the thread grooves 16, the threaded rods 14 are connected with the thread grooves 16 through threads, adjusting nuts 13 are fixedly mounted at the ends of the threaded rods 14, a winding wheel 15 is fixedly sleeved on the outer portion of each threaded rod 14, the winding wheel 15 is fixedly connected with the lacing bar fixing seat 10 through a lacing bar 11, and the lacing bar 11 is arranged to increase the hardness of the right formwork 2.
Example 3
As shown in fig. 1 to 6, in an embodiment of the present invention, a method for constructing a shear wall structure building includes the following steps:
s1, prefabricating and assembling a bottom plate 1 in a factory, filling lightweight concrete in the bottom plate 1, prefabricating a right template 2 and a left template 12, determining that positioning grooves 3 for installing buffer mechanisms 4 are formed by adopting different molds according to the type and the size of a shear wall required to be constructed while prefabricating the right template 2, and reserving for later use after prefabrication is completed;
s2, prefabricating a connecting block 6 in a die, meanwhile, forming two horizontal mounting grooves 7 in the connecting block 6, coating an anticorrosive layer on the inner walls of the horizontal mounting grooves 7, coating the anticorrosive layer for 3-4 times, airing for five hours after each coating is finished, then coating the next time, mounting a positioning seat 8 in the horizontal mounting groove 7 after the coating is finished, and drilling a horizontal through groove 9 on the positioning seat 8 after the mounting is finished;
s3, taking the lacing wire 11, polishing the outer surface of the lacing wire 11, coating an insulating layer on the outer surface of the lacing wire 11, installing the threaded rod 14 in the adjusting nut 13, welding a winding wheel 15 outside the threaded rod 14, fixedly connecting two ends of the lacing wire 11 with the winding wheel 15 and the lacing wire fixing seat 10 respectively, and installing the prefabricated reinforcement component in the concrete filling area 27;
s4, prefabricating a buffer mechanism 4, fixedly installing a positioning disc 19 in a concrete filling area 27, fixedly connecting a sliding rod 23 with the side wall of a positioning groove 3 through a bolt, then installing a second push rod 22 between an adjusting nut 13 and the positioning disc 19 in an interlaced mode, respectively hinging a hinging block 20 and a sliding block 24 at two ends of the second push rod 22, hinging the hinging block 20 with a first push rod 18, hinging the other end of the first push rod 18 with a hinging seat 17, then fixedly installing the hinging seat 17 on the side wall of a left template 12, and installing the prefabricated buffer mechanism 4 in the concrete filling area 27;
and S5, pouring concrete into the concrete filling area 27 after the reinforcing component and the buffer mechanism 4 are installed, and finishing the construction of the shear wall structure.
In summary, the working principle of the invention is as follows: the arrangement of the buffer mechanism 4 realizes buffer protection of the right template 2 and the left template 12, and the fracture of the shear wall can be avoided while the hardness of the shear wall is ensured, so that the service life of the shear wall is prolonged.
The embodiment of the invention is provided with the buffer mechanism 4, the buffer protection of the right template 2 and the left template 12 is realized by the buffer mechanism 4, the shear wall can be prevented from being broken while the hardness of the shear wall is ensured, the service life of the shear wall is prolonged, and the arrangement of the reinforcing component plays a role in reinforcing the shear wall.
Although several embodiments and examples of the present invention have been described for those skilled in the art, these embodiments and examples are presented as examples and are not intended to limit the scope of the invention. These new embodiments can be implemented in other various ways, and various omissions, substitutions, and changes can be made without departing from the spirit of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are included in the invention described in the claims and the equivalent scope thereof.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. The utility model provides a shear wall structure building, including bottom plate (1), right side template (2) and left template (12), fixed mounting has right template (2) on bottom plate (1), one side that bottom plate (1) were kept away from in right side template (2) is provided with left template (12), a serial communication port, right side template (2) and left template (12) surround and form concrete filling area (27), the intussuseption of concrete filling area (27) is filled with the concrete, the vertical equipartition of inner wall of right side template (2) has a plurality of constant head tanks (3), be provided with buffer gear (4) that are used for protecting bottom plate (1) and right template (2) in constant head tank (3).
2. The shear wall structure building according to claim 1, wherein the buffer mechanism (4) comprises hinged seats (17) and positioning discs (19), the hinged seats (17) are symmetrically arranged on the left formwork (12), the hinged seats (17) are fixedly installed on the side wall of the left formwork (12) through bolts, the hinged seats (17) are hinged to first push rods (18), one ends, far away from the hinged seats (17), of the first push rods (18) are hinged to hinged blocks (20), the positioning discs (19) are fixedly installed in the middle of the concrete filling area (27), the positioning discs (19) are symmetrically provided with two hinged grooves (21), the hinged blocks (20) are movably installed in the hinged grooves (21), the hinged blocks (20) are also hinged to second push rods (22), and one ends, far away from the hinged blocks (20), of the second push rods (22) are hinged to sliding blocks (24).
3. Shear wall structural building according to claim 2, wherein adjacent two of the second push rods (22) are rotatably connected by a rotating shaft and are fixedly and rotatably mounted in the concrete filling area (27).
4. The shear wall structure building according to claim 3, wherein the sliding block (24) is sleeved on the sliding rod (23), and two ends of the sliding rod (23) are fixedly connected with the side wall of the positioning groove (3) through bolts.
5. The shear wall structure building according to claim 4, wherein both ends of the sliding rod (23) are further fixedly provided with a stop block (26) for limiting the sliding block (24), a buffer spring (25) for protecting the sliding block (24) is arranged between the stop block (26) and the sliding block (24), and the buffer spring (25) is sleeved on the sliding rod (23).
6. A shear wall structure building according to any one of claims 1 to 5, wherein a plurality of clamping grooves (5) are symmetrically formed in the right formwork (2) and the left formwork (12), respectively, a reinforcing component for reinforcing the shear wall is arranged between the clamping grooves (5) on the same horizontal line, the reinforcing component comprises a connecting block (6), and two sides of the connecting block (6) are clamped with the clamping grooves (5), respectively.
7. The shear wall structure building according to claim 6, wherein the connecting block (6) is symmetrically provided with two horizontal mounting grooves (7), the horizontal mounting grooves (7) are internally and fixedly provided with positioning seats (8), the horizontal mounting grooves (7) and the positioning seats (8) are fixedly connected through bolts, the positioning seats (8) are uniformly provided with a plurality of horizontal through grooves (9), the horizontal through grooves (9) are internally provided with lacing bar fixing seats (10), the left formwork (12) is longitudinally provided with a plurality of thread grooves (16), the thread grooves (16) are internally provided with threaded rods (14), the threaded rods (14) and the thread grooves (16) are connected through threads, and the end parts of the threaded rods (14) are fixedly provided with adjusting nuts (13).
8. A shear wall structure building according to claim 7, wherein the threaded rod (14) is externally and fixedly sleeved with a winding wheel (15), and the winding wheel (15) and the lacing wire fixing seat (10) are fixedly connected through a lacing wire (11).
9. A method of constructing a shear wall structure building according to any one of claims 1 to 8, comprising the steps of:
s1, prefabricating and assembling a bottom plate (1) in a factory, filling lightweight concrete in the bottom plate (1), prefabricating a right template (2) and a left template (12), determining to adopt different molds to open positioning grooves (3) for installing a buffer mechanism (4) according to the model and the size of a shear wall required to be built while prefabricating the right template (2), and reserving for later use after prefabrication is completed;
s2, prefabricating a connecting block (6) in a die, simultaneously forming two horizontal mounting grooves (7) in the connecting block (6), mounting a positioning seat (8) in the horizontal mounting grooves (7) after coating, and drilling a horizontal through groove (9) in the positioning seat (8) after mounting;
s3, taking the lacing wire (11), polishing the outer surface of the lacing wire (11), coating an insulating layer on the outer surface of the lacing wire (11), installing the threaded rod (14) in the adjusting nut (13), welding a winding wheel (15) outside the threaded rod (14), fixedly connecting two ends of the lacing wire (11) with the winding wheel (15) and the lacing wire fixing seat (10) respectively, and installing a prefabricated reinforcing component in the concrete filling area (27);
s4, prefabricating a buffer mechanism (4), fixedly installing a positioning disc (19) in a concrete filling area (27), fixedly connecting a sliding rod (23) with the side wall of a positioning groove (3) through a bolt, then installing a second push rod (22) between an adjusting nut (13) and the positioning disc (19) in a staggered mode, respectively hinging a hinging block (20) and a sliding block (24) at two ends of the second push rod (22), hinging the hinging block (20) with a first push rod (18), hinging the other end of the first push rod (18) with a hinging seat (17), then fixedly installing the hinging seat (17) on the side wall of a left template (12), and installing the prefabricated buffer mechanism (4) in the concrete filling area (27);
and S5, pouring concrete into the concrete filling area (27) after the reinforcing component and the buffer mechanism (4) are installed, and finishing the construction of the shear wall structure.
10. The construction method of a shear wall structure building according to claim 9, wherein the inner wall of the horizontal installation groove (7) is coated with an anticorrosive coating in step S2, the anticorrosive coating is coated 3-4 times, and is air-cured for five hours after each coating is completed, and then the next coating is performed.
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| CN202011391076.3A CN112593647B (en) | 2020-12-02 | 2020-12-02 | Shear wall structure building and construction method thereof |
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| CN202011391076.3A CN112593647B (en) | 2020-12-02 | 2020-12-02 | Shear wall structure building and construction method thereof |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603335A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | The precast concrete shear wall and the production method of one-shot forming band heat insulation facing |
| EP2644794A2 (en) * | 2012-03-28 | 2013-10-02 | XiTeC Technologies GmbH | System of formwork blocks, structure constructed with same and method for constructing a structure |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| DE202016007124U1 (en) * | 2015-11-23 | 2017-03-02 | Sebastian Schimpfhauser | Reusable lightweight construction element |
| CN109594695A (en) * | 2019-01-21 | 2019-04-09 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of wall body module and shear wall |
| CN211530519U (en) * | 2020-02-20 | 2020-09-18 | 福建国闽环保科技有限公司 | Protective structure for switch cabinet |
| CN211850205U (en) * | 2020-03-24 | 2020-11-03 | 福建汇筑工程设计有限公司 | Anti-seismic wall structure |
-
2020
- 2020-12-02 CN CN202011391076.3A patent/CN112593647B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603335A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | The precast concrete shear wall and the production method of one-shot forming band heat insulation facing |
| EP2644794A2 (en) * | 2012-03-28 | 2013-10-02 | XiTeC Technologies GmbH | System of formwork blocks, structure constructed with same and method for constructing a structure |
| DE202016007124U1 (en) * | 2015-11-23 | 2017-03-02 | Sebastian Schimpfhauser | Reusable lightweight construction element |
| CN105839817A (en) * | 2016-05-12 | 2016-08-10 | 浙江东南网架股份有限公司 | Truss type multi-cavity steel plate shear wall and operation method thereof |
| CN109594695A (en) * | 2019-01-21 | 2019-04-09 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of wall body module and shear wall |
| CN211530519U (en) * | 2020-02-20 | 2020-09-18 | 福建国闽环保科技有限公司 | Protective structure for switch cabinet |
| CN211850205U (en) * | 2020-03-24 | 2020-11-03 | 福建汇筑工程设计有限公司 | Anti-seismic wall structure |
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