CN103541441A

CN103541441A - Middle forming net

Info

Publication number: CN103541441A
Application number: CN201310426790.5A
Authority: CN
Inventors: 陈星岑
Original assignee: Arbaugh Building Materials (kunshan) Co Ltd
Current assignee: Arbaugh Building Materials (kunshan) Co Ltd
Priority date: 2013-09-18
Filing date: 2013-09-18
Publication date: 2014-01-29

Abstract

The invention discloses a middle forming net which is characterized in that the middle forming net comprises a flexible rib inserted into the gap between two buildings and used for damping, wherein the two sides of the flexible rib are both connected with a metal net, the metal net comprises edge bars, rib bars used for reinforcing connection are arranged at the positions where the edge bars are connected, and the gaps between the edge bars form meshes. In appearance, the two buildings are integrated, and the appearance is attractive and neat. The flexible rib in the middle can deform when the two connected buildings deform under external influence, so that a wall body is not affected, and the damping and isolation functions are achieved.

Description

Middle forming net

Technical field

The present invention relates to a kind of in the middle of forming net, belong to a kind of building operations material, for by stable the coupling together of the portions of a building.

Background technology

Building under extraneous factor effect such as temperature Change, uneven settlement of foundation and earthquake etc. are because usually producing distortion; cause cracking even to destroy; during design, at deformation sensitive position, building is disconnected in advance; be divided into several relatively independent unit; and reserved gap can guarantee that building has enough deformation spaces, and this build joint of setting is called deformation joint.Building length generally surpasses 60 meters just need to arrange deformation joint.Deformation joint divides again three kinds of settlement joint, shrinkage joint, aseismic joint: wherein building unit can produce swell-shrinking deformation because of the variation of the factors such as temperature and humidity, need reserved shrinkage joint, for this reason, conventionally at the suitable position of building, perps is set, more than basis, the members such as the body of wall in house, floor layer, roof are disconnected, building is separated into several independently parts; Between building superstructure each several part, because the number of plies differs greatly, or use loading to differ larger, or because ground compressibilty differs greatly, in a word in short, in the time of may making ground generation differential settlement, need to establish seam structure is divided into several parts, make the settling ratio of its every part more even, avoid producing extra stress in structure, this seam is referred to as " settlement joint ", and settlement joint will disconnect from basis; Aseismic joint, its object that arranges is that building is divided into less part, forms relatively independent shockproof unit, avoids, because earthquake causes whole building vibrations inharmonious, and produce, destroying.

There are a lot of buildings to consider these three kinds of seams, i.e. so-called " three sew up one ".For safety and reach visual attractive in appearance, these gaps are hidden with iron sheet conventionally.Be exposed to outer iron sheet itself and just have certain danger, the prolonged erosion by wind and rain distortion of yet can getting rusty, is not a method being worthy to be popularized.

Summary of the invention

In order solving, existingly with iron sheet, to hide the problem not attractive in appearance, unsafe that settlement joint, shrinkage joint, aseismic joint cause, to the invention provides a kind of simple in structurely, shaping speed is fast, and cost of production is low, the middle forming net that security performance is high.

For realizing above-mentioned technical purpose, reach above-mentioned technique effect, the present invention is achieved through the following technical solutions:

Middle forming net, it is characterized in that, comprise the flexible muscle that inserts the gap between building and building and play cushioning effect, described flexible muscle both sides are all connected with wire lath, described wire lath comprises limit stalk, stalk junction, Geng Yu limit, limit is provided with the muscle of strengthening connecting and obstructs, and the gap between the stalk of Geng Yu limit, limit forms mesh.

During use, flexible muscle is inserted in settlement joint between building and building or shrinkage joint or aseismic joint and fixing, the wire lath of both sides is positioned on the metope of two buildings, on the wire lath of both sides, coat cement, cement is fixed on middle forming net by mesh on the metope of building, and muscle stalk makes overall structure more firm.Outward appearance, two buildings are exactly one like this, and good looking appearance is neat.Middle flexible muscle can guarantee that two buildings connecting are when being subject to ectocine and deforming, and middle flexible influential point of tendons distortion, can not affect body of wall, plays buffering and buffer action.

Preferably flexible muscle is the folding telescopic structure that is " M " type.

The invention has the beneficial effects as follows: outward appearance, two buildings are exactly one, and good looking appearance is neat.Middle flexible muscle can guarantee that two buildings connecting are when being subject to ectocine and deforming, and middle flexible influential point of tendons distortion, can not affect body of wall, plays buffering and buffer action.Simple in structure, shaping speed is fast, and cost of production is low, and security performance is high.

Accompanying drawing explanation

Fig. 1 is the structure chart of forming net in the middle of the present invention;

Fig. 2 is the sectional drawing of Fig. 1;

Fig. 3 is schematic diagram when forming net is used in the middle of the present invention;

The mark implication of accompanying drawing is as follows:

1: limit stalk; 2: muscle stalk; 3: mesh; 4: flexible muscle; 5: wire lath; 6: the building of separately building; 7: building wall.

The specific embodiment

Below in conjunction with accompanying drawing and specific embodiment, technical solution of the present invention is described in further detail, so that those skilled in the art can better understand the present invention also, can be implemented, but illustrated embodiment is not as a limitation of the invention.

As shown in Figure 1, middle forming net, the flexible muscle 4 in the middle of comprising, flexible muscle 4 both sides are all connected with wire lath 5, and wherein flexible muscle 4 is for inserting the gap between building and building, such as settlement joint, shrinkage joint, aseismic joint.Wire lath 5 comprises limit stalk 1, and limit stalk 1 obstructs 1 junction with limit and is provided with the muscle stalk 2 that reinforcement is connected, and muscle stalk 2 makes overall structure more firm, the gap formation mesh 3 between limit stalk 1 and limit stalk 1.In Fig. 1, between limit stalk 1 and limit stalk 1, form diamond-shaped meshes 3, the preferred long L of mesh 3 and the ratio of wide d are in the scope of 0.4-1, such as when the L=10mm, and d=25mm.Certainly, the shape of mesh 3 can also be triangle, regular polygon or other figures.

Preferably flexible muscle 4 is the folding telescopic structures that are " M " type, as shown in Figure 2, Fig. 2 is the sectional drawing of Fig. 1, the bending part of flexible muscle 4 is all that arc connects, and the bending number of times of the flexible muscle 4 of " M " type is 3 times, is respectively to get off after the inverted U-shaped bending in top, arrive behind bottom, bottom U-bend is finally got off after the inverted U-shaped bending in top again after rolling over up, and the height of flexible muscle 4 is generally 13mm, 16mm or 19mm.When stretching the building deformation of muscle 4 one sides, can be out of shape and then play the effect that cushions and isolate by each bending part, can not have influence on the building of opposite side.Certainly flexible muscle 4 also can be other shapes or bending number of times, but considers the width of deformation joint and the security performance that improves building, the preferably folding telescopic structure of " M " type.

During use, as shown in Figure 3, flexible muscle 4 is inserted in settlement joint between the building 6 of separately building or shrinkage joint or aseismic joint and fixing, the wire lath 5 of both sides is positioned on two building walls 7, on the wire lath 5 of both sides, coat cement, cement is fixed on middle forming net on the metope of building, after whitewashing by mesh 3, wire lath 5 is hidden under metope, and Fig. 3 has displayed it in order to embody the position of wire lath 5.Outward appearance, two buildings are exactly one like this, and good looking appearance is neat.Middle flexible muscle 4 can guarantee that two buildings connecting are when being subject to ectocine and deforming, and middle flexible muscle 4 can distortion, can not affect body of wall, plays buffering and buffer action, has improved the security performance of system.

These are only the preferred embodiments of the present invention; not thereby limit the scope of the claims of the present invention; every equivalent structure or conversion of equivalent flow process that utilizes manual of the present invention and accompanying drawing content to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.

Claims

1. forming net in the middle of, it is characterized in that, comprise the flexible muscle that inserts the gap between building and building and play cushioning effect, described flexible muscle both sides are all connected with wire lath, described wire lath comprises limit stalk, stalk junction, Geng Yu limit, limit is provided with the muscle of strengthening connecting and obstructs, and the gap between the stalk of Geng Yu limit, limit forms mesh.

2. middle forming net according to claim 1, is characterized in that, described flexible muscle is the folding telescopic structure that is " M " type.

3. middle forming net according to claim 2, is characterized in that, between the stalk of Geng Yu limit, described limit, forms diamond-shaped meshes, and the length of mesh is 0.4-1 with wide ratio.

4. middle forming net according to claim 2, is characterized in that, between the stalk of Geng Yu limit, described limit, forms triangle mesh.

5. middle forming net according to claim 2, is characterized in that, between the stalk of Geng Yu limit, described limit, forms regular polygon mesh.