CN108951953B - Sliding type die for vertical connection of prefabricated wall body - Google Patents

Sliding type die for vertical connection of prefabricated wall body Download PDF

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Publication number
CN108951953B
CN108951953B CN201810982655.1A CN201810982655A CN108951953B CN 108951953 B CN108951953 B CN 108951953B CN 201810982655 A CN201810982655 A CN 201810982655A CN 108951953 B CN108951953 B CN 108951953B
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China
Prior art keywords
sliding
clamping
wall body
vertical connection
plates
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Application number
CN201810982655.1A
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Chinese (zh)
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CN108951953A (en
Inventor
焦安亮
冯大阔
郜玉芬
张中善
黄延铮
张建新
李佳男
郑培君
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China Construction Seventh Engineering Division Corp Ltd
China State Construction Technology Henan Co Ltd
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China Construction Seventh Engineering Division Corp Ltd
China State Construction Technology Henan Co Ltd
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Priority to CN201810982655.1A priority Critical patent/CN108951953B/en
Publication of CN108951953A publication Critical patent/CN108951953A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E04B2/68Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention provides a sliding type die for vertical connection of prefabricated walls, which comprises walls on the left side and the right side, wherein sliding grooves are formed in the walls on the left side and the right side, clamping grooves are formed in the sliding grooves, sliding ends are arranged in the sliding grooves in a sliding manner, clamping plates on each side are movably clamped in the clamping grooves, the clamping plates on each side are connected with the sliding ends of the sides, the sliding ends are one ends of connecting plates, the other ends of the connecting plates are propped against opposite side walls, long holes are formed in the connecting plates, and a pair of pull rod systems penetrate through the long holes to connect the connecting plates on the left side and the right side. The invention has the advantages that: the problems of the traditional assembly type building component that the seam is dispersed, the seam of the template is difficult to splice and the like are solved, the width of the die can be adjusted according to the size of the seam, the applicability of the die is improved, and the die can be widely applied to the connection of assembly type shear wall structural components.

Description

Sliding type die for vertical connection of prefabricated wall body
Technical Field
The invention relates to prefabricated wall construction, in particular to a slidable die for vertical connection of prefabricated walls.
Background
At present, china is greatly developing assembled buildings. The assembled shear wall structure is a structural system which is promoted mainly because of good anti-seismic performance, and the assembled shear wall structure component is generally a vertical joint, but the joint structure has the problems of scattered joints, more template types, difficult positioning, poor precision, unreliable fixation and the like, and greatly reduces the construction efficiency of the assembled building. There are many casting molds for shear wall joints nowadays, but most of these molds are of fixed structures, and cannot be applied to the situation that errors exist in the size or mounting position of the shear wall.
Disclosure of Invention
The invention provides a sliding type die for vertical connection of prefabricated walls, which solves the problem of stiff die structure of shear wall joints in the prior art.
The technical scheme of the invention is realized as follows: a but, sliding mould for prefabricating vertical connection of wall body, including the wall body of left and right sides, the wall body of left and right sides in all be equipped with the spout, be equipped with the draw-in groove in the spout, the slip end slides and establishes in the spout, the cardboard activity card is established in the draw-in groove, the cardboard of every side is connected with the slip end of this side, the slip end is the one end of connecting plate, the other end top of connecting plate is equipped with the slot hole on the offside wall body on the connecting plate, the connecting plate with the left and right sides is passed the slot hole to the pull rod system and is connected.
The sliding chute is internally provided with an upper clamping groove, a middle clamping groove and a lower clamping groove, each clamping groove is internally provided with a clamping plate, and the three clamping plates are connected with the sliding end.
The cross section of the clamping groove is in a convex shape, the cross section of the clamping plate is in a convex shape, and the convex clamping plate is movably clamped in the convex clamping groove.
The sliding grooves on the left side and the right side are diagonally arranged.
The two ends of the opposite pull rod system do not exceed the front end face and the rear end face of the wall body.
The connecting plate is a silicon-calcium plate.
The invention has the advantages that: the problems of scattered seams, difficult template seam splicing and the like of the traditional assembly type building components are solved, the width of the seams can be adjusted according to the size of the seams, the applicability of the die is improved, and the method can be widely applied to the connection of assembly type shear wall structural components.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a front view of the structure of the present invention.
Fig. 2 is a top view of the structure of the present invention.
Fig. 3 is a cross-sectional view taken along A-A of fig. 2.
Fig. 4 is a B-B sectional view of fig. 3.
In the figure: 1-wall body, 2-spout, 3-draw-in groove, 4-cardboard, 5-slide, 6-connecting plate, 7-slot hole, 8-pair pull rod system, 9-preceding terminal surface, 10-rear end surface.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1-4, a slidable mold for vertical connection of prefabricated walls comprises a wall body 1 on the left side and the right side, wherein sliding grooves 2 are formed in the wall body 1 on the left side and the right side, clamping grooves 3 are formed in the sliding grooves 2, sliding ends 5 are slidably arranged in the sliding grooves 2, clamping plates 4 are movably clamped in the clamping grooves 3, each clamping plate 4 on each side is connected with the sliding ends 5 on the other side, the sliding ends 5 are one ends of connecting plates 6, the other ends of the connecting plates 6 are propped against the opposite side wall body 1, long holes 7 are formed in the connecting plates 6, and opposite pull rod systems 8 penetrate through the long holes 7 to connect the connecting plates 6 on the left side and the right side.
The sliding chute 2 is internally provided with an upper clamping groove 3, a middle clamping groove 3 and a lower clamping groove 3, each clamping groove 3 is internally provided with a clamping plate 4, and the three clamping plates 4 are connected with a sliding end 5.
The cross section of the clamping groove 3 is in a convex shape, the cross section of the clamping plate 4 is in a convex shape, and the convex clamping plate 4 is movably clamped in the convex clamping groove 3.
The sliding grooves 2 on the left side and the right side are diagonally arranged.
The two ends of the opposite pull rod system 8 do not exceed the front end face 9 and the rear end face 10 of the wall body 1.
The connecting plate 6 is a calcium silicate plate.
The clamping plates are embedded in the two ends of the prefabricated wall body, the clamping plates are clamped in the clamping grooves through structures of the clamping plates, the clamping plates are connected with the sliding ends, the sliding ends are one end portions of the connecting plates, the sliding ends are arranged in the sliding grooves in a sliding mode, the clamping plates are mainly used for clamping, the sliding ends are mainly used for sliding support, the connecting plates are movably connected with the prefabricated wall body, and the connecting plates can be pulled in the wall body. After the wall body is hoisted and positioned, the connecting plates at the two sides are pulled out, the extension length of the connecting plates is adjusted according to the distance between the joints, so that the connecting plates are propped against the wall body at the opposite sides, the two connecting plates are fixed by using the wall penetrating screw rod, a sealed and stable pouring space is formed, concrete is poured, the connecting plates are used as disposable templates, and the connecting plates are not removed any more.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.

Claims (4)

1. A but, be used for prefabricated wall body vertical connection's slip mould, wall body (1) including the left and right sides, its characterized in that: the wall body (1) on the left side and the right side is internally provided with a chute (2), the chute (2) is internally provided with a clamping groove (3), a sliding end (5) is slidably arranged in the chute (2), a clamping plate (4) is movably clamped in the clamping groove (3), the clamping plate (4) is connected with the sliding end (5), the sliding end (5) is one end of a connecting plate (6), the other end of the connecting plate (6) is propped against the opposite side wall body (1), the connecting plate (6) is provided with a long hole (7), and a counter-pulling rod system (8) penetrates through the long hole (7) to connect the connecting plates (6) on the left side and the right side;
the cross sections of the clamping grooves (3) are all in a convex shape, the cross sections of the clamping plates (4) are in a convex shape, and the convex-shaped clamping plates (4) are movably clamped in the convex-shaped clamping grooves (3); the sliding grooves (2) on the left side and the right side are diagonally arranged.
2. The slidable die for vertical connection of prefabricated walls according to claim 1, wherein: the sliding chute (2) is internally provided with an upper clamping groove (3), a middle clamping groove and a lower clamping groove (3), each clamping groove (3) is internally provided with a clamping plate (4), and the three clamping plates (4) are connected with the sliding end (5).
3. The slidable die for vertical connection of prefabricated walls according to claim 1, wherein: the two ends of the opposite pull rod system (8) do not exceed the front end face (9) and the rear end face (10) of the wall body (1).
4. The slidable die for vertical connection of prefabricated walls according to claim 1, wherein: the connecting plate (6) is a silicon-calcium plate.
CN201810982655.1A 2018-08-27 2018-08-27 Sliding type die for vertical connection of prefabricated wall body Active CN108951953B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810982655.1A CN108951953B (en) 2018-08-27 2018-08-27 Sliding type die for vertical connection of prefabricated wall body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810982655.1A CN108951953B (en) 2018-08-27 2018-08-27 Sliding type die for vertical connection of prefabricated wall body

Publications (2)

Publication Number Publication Date
CN108951953A CN108951953A (en) 2018-12-07
CN108951953B true CN108951953B (en) 2024-03-19

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1766248A (en) * 2005-10-17 2006-05-03 朱秦江 Composite thermal insulation concrete wall and its assembled template
DE102010008743A1 (en) * 2010-02-20 2011-08-25 Bachthaler, Gerhard, 73230 Adjustable stencil for detecting contour of plate-shaped bottom or wall coverings during renovation of old building, has surface elements shifted against each other, and stops rotated between recess and playback unit in different position
CN206957209U (en) * 2017-07-11 2018-02-02 重庆新久融科技有限公司 Building template circular arc-shaped corner structure
CN207647179U (en) * 2017-12-11 2018-07-24 佛山市长盛建筑科技有限公司 A kind of pull-tab aluminum dipping form harden structure
CN207749660U (en) * 2017-12-28 2018-08-21 杨欣 A kind of FS composite thermal-insulating exterior formworks
CN208803590U (en) * 2018-08-27 2019-04-30 中国建筑第七工程局有限公司 A kind of Slidable mold vertically connected for precast wall body

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1766248A (en) * 2005-10-17 2006-05-03 朱秦江 Composite thermal insulation concrete wall and its assembled template
DE102010008743A1 (en) * 2010-02-20 2011-08-25 Bachthaler, Gerhard, 73230 Adjustable stencil for detecting contour of plate-shaped bottom or wall coverings during renovation of old building, has surface elements shifted against each other, and stops rotated between recess and playback unit in different position
CN206957209U (en) * 2017-07-11 2018-02-02 重庆新久融科技有限公司 Building template circular arc-shaped corner structure
CN207647179U (en) * 2017-12-11 2018-07-24 佛山市长盛建筑科技有限公司 A kind of pull-tab aluminum dipping form harden structure
CN207749660U (en) * 2017-12-28 2018-08-21 杨欣 A kind of FS composite thermal-insulating exterior formworks
CN208803590U (en) * 2018-08-27 2019-04-30 中国建筑第七工程局有限公司 A kind of Slidable mold vertically connected for precast wall body

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
新型剪力墙组合模板施工技术;林向武;;福建建材;20111028(第07期);全文 *
高层建筑变形缝两侧剪力墙结构的滑模施工研究;张立东;;今日科苑;20151115(第11期);全文 *

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