CN210738091U

CN210738091U - Novel reinforcing system for aluminum template

Info

Publication number: CN210738091U
Application number: CN201921121542.9U
Authority: CN
Inventors: 张萍
Original assignee: Guangdong Wanai Construction Technology Co ltd
Current assignee: Guangdong Wanai Construction Technology Co ltd
Priority date: 2019-07-17
Filing date: 2019-07-17
Publication date: 2020-06-12
Anticipated expiration: 2029-07-17

Abstract

The utility model discloses a novel reinforcement system of aluminum mould board, including reinforcement, wedge, the reinforcement includes double-deck board and fixed connection in the single-deck board of double-deck gusset plate one end, fixedly connected with supporting shoe and formation fretwork between two boards of double-deck board, all is equipped with the crisscross square pinhole of array on double-deck board, the single-deck board, is centered on by four reinforcements and constitutes squarely, and the single-deck board of every reinforcement inserts in the fretwork of adjacent reinforcement with it, and the square pinhole that the kneck was squeezed into to the wedge makes two adjacent reinforcement fixed connection. The utility model discloses novel structure can cooperate the wall freely to arrange in pairs or groups, and the grafting mode is nimble, and it is simple to consolidate the flow, raises the efficiency, and wall body shaping size and effect are pleasing to the eye more, the standard, can also adapt to the shear force wall size of multiple specification, and the suitability is high, offers convenience for the construction of building a worker.

Description

Novel reinforcing system for aluminum template

Technical Field

The utility model relates to a building engineering technical field specifically is novel reinforcement system of aluminum mould board.

Background

Shear walls are also known as wind resistant walls, seismic 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. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing of partition walls of elevator rooms, staircases, equipment and auxiliary rooms, the cylinder wall is a cast-in-place reinforced concrete wall body, and the rigidity and the strength of the cylinder shear wall are higher than those of a plane shear wall in bearing of larger horizontal load. The wall can be divided into a bearing wall and a shear wall according to the stress characteristics, wherein the bearing wall mainly bears vertical load, such as a masonry wall; the latter is mainly to bear horizontal loads. In earthquake-proof shelters, horizontal loads are primarily generated by horizontal seismic action, and shear walls are sometimes referred to as earthquake-proof walls.

Support of traditional shear wall template is consolidated with general steel pipe on the building site, butterfly buckle, screw-thread steel bar etc. as essential element, it is many to consolidate the auxiliary material, the loaded down with trivial details flow need cooperate and use a large amount of wall wires to ensure to consolidate intensity, common reentrant corner external corner face template consolidates back corner shaping effect poor in handling the shear wall, cause the acceptance difficulties, still lead to the mould phenomenon that rises easily, influence building outward appearance and process quality, especially just seem cloth from the heart more in meeting heterotypic shear wall such as cross, time limit for a project and cost all can increase by a wide margin.

SUMMERY OF THE UTILITY MODEL

The utility model discloses an it is not enough to overcome above-mentioned condition, aims at providing the technical scheme that can solve above-mentioned problem.

Novel reinforcement system of aluminum mould board, including reinforcement, wedge, the reinforcement includes double-deck board and fixed connection in the single-layer board of double-deck gusset plate one end, and fixedly connected with supporting shoe and formation fretwork between two boards of double-deck board all are equipped with the crisscross square pinhole of array on double-deck board, the single-layer board of every reinforcement is around constituting squarely by four reinforcements, and the single-layer board of every reinforcement inserts the fretwork of adjacent reinforcement with it in, and the square pinhole that the kneck was squeezed into to the wedge makes two adjacent reinforcement fixed connection.

Furthermore, the side edges of the double-layer plate are provided with reinforcing folded edges.

Further, the wedge is a right triangle.

Further, the length of the shortest side of the wedge is larger than that of the square pin hole.

Compared with the prior art, the utility model discloses the beneficial effect who gains does: the utility model discloses novel structure can cooperate the wall freely to arrange in pairs or groups, and the grafting mode is nimble, and it is simple to consolidate the flow, raises the efficiency, and wall body shaping size and effect are pleasing to the eye more, the standard, can also adapt to the shear force wall size of multiple specification, and the suitability is high, offers convenience for the construction of building a worker.

Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, 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 according to these drawings without inventive exercise.

Fig. 1 is a schematic structural view of the novel reinforcing system of the aluminum template of the present invention;

fig. 2 is a schematic structural diagram of the middle fastening member of the present invention.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it should be understood that the described embodiments are only some embodiments of the present invention, but not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1, the novel reinforcement system for the aluminum formwork comprises a reinforcement 1 and an iron wedge 2, wherein the reinforcement 1 comprises a double-layer plate 11 and a single-layer plate 12 fixedly connected to one end of the double-layer reinforcement plate 11, a supporting block 13 is fixedly connected between the two plates of the double-layer plate 11 to form a hollow part, square pin holes 14 staggered in an array are formed in the double-layer plate 11 and the single-layer plate 12, the four reinforcement 1 surrounds the square hole to form a square part, the single-layer plate 12 of each reinforcement 1 is inserted into the hollow part of the reinforcement 1 adjacent to the single-layer plate 12, and the iron wedge 2 is driven into the square pin hole 14 at the joint part to fixedly connect the.

Further, the side edges of the double-layer plate 11 are provided with reinforcing flanges 111.

Further, the wedge 2 is a right triangle.

Further, the length of the shortest side of the wedge 2 is greater than the length of the square pin hole 14.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. Novel reinforcement system of aluminum mould board, including reinforcement, wedge, its characterized in that, the reinforcement includes double-deck board and fixed connection in the single-deck board of double-deck gusset plate one end, fixedly connected with supporting shoe and formation fretwork between two boards of double-deck board, all is equipped with the crisscross square pinhole of array on double-deck board, the single-deck board, is surrounded by four reinforcements and constitutes squarely, and the single-deck board of every reinforcement inserts in the fretwork of adjacent reinforcement with it, and the square pinhole that the kneck was squeezed into to the wedge makes two adjacent reinforcement fixed connection.

2. The novel reinforcing system for the aluminum formworks as recited in claim 1, wherein the side edges of the double-layer plate are provided with reinforcing flanges.

3. The novel reinforcing system for the aluminum template as recited in claim 1, wherein the angle iron is a right triangle.

4. The novel reinforcement system for aluminum formworks as recited in claim 1, wherein the length of the shortest side of the angle iron is greater than the length of the square pin hole.