CN214785924U - Shear wall template regularization fastening assembly - Google Patents

Abstract

The utility model relates to a shear wall template regularization fastening component, which comprises a square batten arranged outside a template, a plurality of connected stereotypes butted against the outside of the square batten and a split screw rod penetrating through the template and fixedly connected with the stereotypes at two ends; the design piece includes section bar spare and connecting piece, the top and the bottom of section bar spare are equipped with parallel logical groove along its length direction, each one of them logical inslot movably of section bar spare is equipped with the connecting piece, just the connecting piece is equipped with a plurality of bolt holes along its length direction, the section bar spare is in two be equipped with a plurality of confessions along its length direction between the middle part that leads to the groove the waist round hole that the counter-pull screw rod passed. The utility model relates to a decide type spare, accessible connecting piece connect adjacent two decide type spare makes the type spare can be formed by a plurality of concatenations, and adjustable connecting piece stretches out the length of deciding type spare simultaneously and adapts to the template design construction of the shear force wall of different length, and the flexibility is high, and the suitability is strong.

Description

Shear wall template regularization fastening assembly

Technical Field

The utility model relates to a shear force wall construction technical field especially relates to a shear force wall template regularization fastening components.

Background

Shear walls (shear walls) are also known as wind resistant walls, earthquake resistant walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete.

The shear wall needs to be built with a mold in the pouring process, and in order to prevent the occurrence of mold expansion in the pouring process, the back edge and the pull screw rod are generally adopted to carry out the shaping of the template. However, the size of the existing back edge is usually selected according to the length of the shear wall, when the length is longer, the back edge is not convenient to transport and manage, the truncated end back edge is not suitable for use, and the welding and lengthening mode wastes time and labor, so that a large amount of materials are wasted, and the transport and management cost is higher.

Therefore, there is a need to develop a novel fixed member with reasonable structural design, strong applicability, low transportation management cost and selectively flexible adaptive length, which solves the disadvantages of the existing back edge.

SUMMERY OF THE UTILITY MODEL

The utility model discloses aim at solving one of the technical problem that exists among the prior art at least. Therefore, the utility model provides a structural design is reasonable, the suitability is strong, transportation management cost is low, the flexible adaptation length of alternative a novel design fastening as shear wall template.

The utility model provides a technical scheme that its technical problem adopted is:

the shear wall template forming fastening assembly comprises a square batten arranged on the outer side of a template, a plurality of connected forming pieces abutted against the outer side of the square batten and a split screw penetrating through the template and fixedly connected with the forming pieces at two ends; the design piece includes section bar spare and connecting piece, the top and the bottom of section bar spare are equipped with parallel logical groove along its length direction, each one of them logical inslot movably of section bar spare is equipped with the connecting piece, just the connecting piece is equipped with a plurality of bolt holes along its length direction, the section bar spare is in two be equipped with a plurality of confessions along its length direction between the middle part that leads to the groove the waist round hole that the counter-pull screw rod passed.

In the utility model provides a shear wall template regularization fastening components's a preferred embodiment, adjacent two the stereotype piece is inserted two the connecting piece and is led to the inslot and pass through bolt fixed connection.

In a preferred embodiment of the shear wall form sizing fastening assembly of the present invention, the cross section of the profile member is in a structure shaped like a Chinese character 'mu'.

In a preferred embodiment of the shear wall form sizing fastening assembly, the end of the opposite-pulling screw rod passes through the waist-round hole rear butt of the profile piece, the side of the profile piece is fastened and/or passes two, the connecting piece rear butt is two, the side of the connecting piece is fastened.

In the present invention, the connecting part is provided with a connecting groove, and the connecting groove is provided with a plurality of holes for fixing the connecting part to the shear wall template.

Compared with the prior art, the utility model provides a shear force wall template regularization fastening components's beneficial effect is: the utility model relates to a decide type spare, accessible connecting piece are connected adjacent two decide type spare makes decide type spare can be formed by a plurality of concatenations, and adjustable connecting piece stretches out the length of deciding type spare simultaneously and adapts to the template design construction of the shear force wall of different length, and the flexibility is high, and the suitability is strong, and transportation management cost is also low, can not cause the waste.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained without inventive work, wherein:

fig. 1 is a top view structural diagram of the shear wall template after the forming fastener is installed;

FIG. 2 is a sectional view A-A of the connection structure of the counter screw and the fixed member provided in FIG. 1;

FIG. 3 is a sectional view B-B of the connection structure of the counter screw and the fixed member provided in FIG. 1;

FIG. 4 is a front view of the profile provided in FIG. 1;

fig. 5 is a connection structure diagram of the connector and the plug pin provided in fig. 1.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Example one

The present embodiment provides a shear wall formwork forming fastening assembly, as shown in fig. 1, including a square batten 30 disposed outside a formwork 20, a plurality of connected forming members 10 abutting against the outside of the square batten 30, and a tie screw 40 penetrating through the formwork 20 and having two ends fixedly connected to the forming members 10, preferably, in order to facilitate taking out the tie screw, a sleeve 50 is disposed on a portion of the tie screw 40 in the formwork. The design of a design piece of this embodiment can adapt to the construction of the shear force wall of different length by a plurality of design pieces are spliced mutually, and adjustable relative length between two design pieces.

Preferably: the profile member 10 of this embodiment includes a profile member 101 and a connecting member 102, as shown in fig. 1, fig. 2 and fig. 3, parallel through grooves 1011 are disposed on the top and the bottom of the profile member 101 along the length direction thereof, and preferably, the two through grooves 1011 are arranged in mirror symmetry, so that the profile member 101 is not divided into the front direction and the back direction, and is convenient to use.

One through groove 1011 of each profile part 101 is movably provided with a connecting part 102, the connecting part 102 is provided with a plurality of bolt holes 1020 along the length direction, two adjacent profile parts 101 are inserted through two ends of the connecting part 102 and are fixed through bolts 103, the bolts 103 of the embodiment can penetrate through the tops of the profile parts 101 and penetrate through the bolt holes 1020, as shown in fig. 1, or the bolts 103 can be directly inserted into the bolt holes 1020 at two ends of the connecting part 102 and abut against the end surfaces of the profile parts 101, as shown in fig. 1 and 5, after the connecting structure is formed, as shown in fig. 1, the connecting part and the profile parts are in a relatively fixed state due to the limit of the bolts.

A plurality of waist-shaped holes 1012 through which the counter-pulling screws 40 can pass are formed in the profile 101 between the middle parts of the two through grooves 1011 along the length direction of the profile, so that the end parts of the counter-pulling screws 40 can pass through the waist-shaped holes 1012 of the profile 101 and then abut against the side surfaces of the profile 101 for fastening, as shown in fig. 1 and 2; two adjacent shaped members 101 are inserted into the through slots 1011 by the two connecting members 102 and are fixedly connected by the bolts 103, and the ends of the opposite pulling screws 40 can also pass through the two connecting members 102 and abut against the side surfaces of the two connecting members 102 for fastening, as shown in fig. 1 and fig. 3.

Example two

According to the first embodiment, in order to connect the profile members into a closed structure, the present embodiment further provides a connecting groove 1013 at two ends of the profile member 101 opposite to the connecting member 102 in the width direction, as shown in fig. 4, wherein the size of the connecting groove 1013 matches with the size of the connecting member 102, so that the connection between the 90 ° angles of the profile members is realized, as shown in fig. 1.

EXAMPLE III

Based on the first embodiment or the second embodiment, the cross section of the profile 101 of the present embodiment is in a "mesh" shape, as shown in fig. 2, a cavity 1014 is disposed between the two through slots 1011, so that the material consumption of the profile can be reduced, and the weight of the profile can also be reduced.

The profile member 101 in the above embodiment may be an aluminum alloy profile.

The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes made by the present specification can be changed, or directly or indirectly applied to other related technical fields, and all the same principles are included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a shear wall template regularization fastening components which characterized in that: the device comprises a square wood strip arranged on the outer side of a template, a plurality of connected shaping pieces abutted against the outer side of the square wood strip, and a counter-pulling screw rod penetrating through the template and fixedly connected with the shaping pieces at two ends;

the design piece includes section bar spare and connecting piece, the top and the bottom of section bar spare are equipped with parallel logical groove along its length direction, each one of them logical inslot movably of section bar spare is equipped with the connecting piece, just the connecting piece is equipped with a plurality of bolt holes along its length direction, the section bar spare is in two be equipped with a plurality of confessions along its length direction between the middle part that leads to the groove the waist round hole that the counter-pull screw rod passed.

2. The shear wall template finalized fastening assembly according to claim 1, characterized in that: two adjacent fixed parts are inserted into the through groove by the two connecting pieces and are fixedly connected through a bolt.

3. The shear wall template finalized fastening assembly according to claim 1, characterized in that: the cross section of the profile piece is of a structure shaped like a Chinese character 'mu'.

4. The shear wall template finalized fastening assembly according to claim 2, characterized in that: the end part of the opposite-pulling screw rod penetrates through the waist circular hole of the profile piece and then abuts against the side face of the profile piece to be fastened and/or penetrates through the two connecting pieces and then abuts against the two connecting pieces to be fastened.

5. The shear wall template finalized fastening assembly according to claim 1, characterized in that: the two ends of the profile piece are opposite to the connecting piece in the width direction, and connecting grooves are further formed in the positions of the two ends of the profile piece, and the size of each connecting groove is matched with that of the corresponding connecting piece.

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