CN201428179Y

CN201428179Y - High-strength anti-torque frame structure

Info

Publication number: CN201428179Y
Application number: CN200920155199XU
Authority: CN
Inventors: 刘光辉; 李志东
Original assignee: Shizuishan Jinhui Technology & Trade Co Ltd
Current assignee: Shizuishan Jinhui Technology & Trade Co Ltd
Priority date: 2009-05-16
Filing date: 2009-05-16
Publication date: 2010-03-24
Anticipated expiration: 2019-05-16

Abstract

The utility model relates to buildings, in particular to a high-strength anti-torque frame structure for buildings. The frame structure comprises a quadrangular frame structure, and is characterized in that diagonals of the quadrangular frame structure are connected with strengthened beams. The existing quadrangular frame structure is changed into a triangular frame structure which has the best stability, thereby increasing stability, anti-torque property and shock absorbing property of foundation and wall bodies of the buildings. Simultaneously, the strengthened beams are additionally arranged, thereby expanding contact area between wall bodies and wall body materials of the frame structure, and then effectively avoiding personnel casualties caused by collapse of the wall body materials.

Description

High-strength anti-torsion frame structure

Affiliated technical field

The utility model relates to building, particularly the middle high-strength anti-torsion frame structure of building.

Background technology

The building masonry wall of existing frame construction mainly is to constitute by being shaped as square or rectangular framework, after the main body frame construction is finished, in framework, fill corresponding constructional materials again,, in framework, form complete building as materials for walls such as brick or aerated blocks.Since square or rectangular torsional resistance a little less than, like this when being subjected to natural calamities such as high wind, earthquake, the shock resistance of the building of frame construction, torsional resistance etc. will be affected, simultaneously because the contact area between materials for wall and the framework is little, when natural calamity takes place when, the casualties phenomenon that the collapsing of materials for wall caused is very serious, and the basis of most of building also is square or rectangular frame construction, equally also has the relatively poor situation of shock resistance and torsional resistance.Because the problem of building foundation or wall body structure aspect, come in natural calamity interim, life security that will the serious threat people.

Summary of the invention

The purpose of this utility model provides a kind of anti-seismic performance and the good high-strength anti-torsion frame structure of torsional resistance.

For achieving the above object, the technical solution of the utility model is: a kind of high-strength anti-torsion frame structure, comprise tetragonal frame construction, and it is characterized in that on the diagonal of quadrilateral frame shelf structure, being connected with stiffening girder.

On a diagonal of quadrilateral frame shelf structure, be connected with stiffening girder.

Above-mentioned stiffening girder links to each other by the connector on the angle that is embedded in the quadrilateral frame knot.

Above-mentioned stiffening girder is made up of leading screw, nut.

The utility model is that the basis with the body of wall of existing quadrilateral frame shelf structure or frame construction becomes triangle, because the stability of triangular structure is best, the basis of building and the stability of body of wall, anti-twist property, shock resistance have so just been improved, anti-seismic performance and stable, the anti-twist property of building have so also just effectively been improved, simultaneously owing to increased stiffening girder, so just increased the contact area between frame structure wall and the materials for wall, can effectively avoid because the casualties problem of collapsing and being caused of materials for wall.

Description of drawings

Accompanying drawing 1 is the schematic diagram of the utility model structure 1;

Accompanying drawing 2 is the schematic diagram of the utility model structure 2;

Accompanying drawing 3 is the schematic diagram of the utility model structure 3;

Accompanying drawing 4 is the schematic diagram of the utility model structure 4;

Accompanying drawing 5 is the schematic diagram of the utility model structure 5;

Accompanying drawing 6 is the schematic diagram of the utility model structure 6.

The specific embodiment

As shown in Figure 1, 2, be connected with stiffening girder 2 on a diagonal of existing frame construction 1 or two diagonal, horizontal beam, stiffening girder 2 and frame construction 1 have just formed a stable triangular structure like this.The body of wall that this structure can be used as frame construction uses, and use on the basis that also can be used as frame construction.

Shown in Fig. 3,4, on a diagonal of existing frame construction 1, be connected with stiffening girder 2, on body of wall, have window or door 3 places, just without connecting-reinforcing beams 2.

Stiffening girder and framework adopt the moulding of template one-time-concreting, are connected as a single entity.

When using,, when in frame construction, building materials for wall such as brick or aerated blocks by laying bricks or stones, increased the contact area between materials for wall and the framework because the diagonal angle increased stiffening girder as body of wall.

As shown in Figure 5, the Tiebar structure that stiffening girder also can adopt leading screw, nut to form, nut are fixed on the built-in fitting on the quadrilateral frame shelf structure angle, and the hand of spiral at leading screw two ends is opposite, by rotating threaded shaft, just can on the quadrilateral frame shelf structure, form certain pretightning force like this.

Structure shown in Figure 6 is the another kind of structure of stiffening girder among above-mentioned Fig. 5, this structure is that the two ends with two rhizoid thick stick 4-2 are fixed on the built-in fitting 4-1 on the quadrilateral frame shelf structure angle, by the nut 4-3 in the middle of being installed in, two leading screws are connected, the thread rotary orientation at nut two ends is opposite, is just can form certain pretightning force on the quadrilateral frame shelf structure at swivel nut like this.

Form of structure among Fig. 5,6 also can adopt on two diagonal angles that are installed in the quadrilateral frame shelf structure, forms chi structure.Above-mentioned built-in fitting can be steel plate or other other structures that are connected with above-mentioned nut or leading screw easily.Connected mode can adopt forms such as bolt connection, welding.

Claims

1, a kind of high-strength anti-torsion frame structure comprises tetragonal frame construction, it is characterized in that being connected with on the diagonal of quadrilateral frame shelf structure stiffening girder (2).

2, high-strength anti-torsion frame structure according to claim 1 is characterized in that being connected with stiffening girder (2) on a diagonal of quadrilateral frame shelf structure.

3, high-strength anti-torsion frame structure according to claim 1 and 2 is characterized in that above-mentioned stiffening girder (2) links to each other by the connector on the angle that is embedded in the quadrilateral frame knot.

4, high-strength anti-torsion frame structure according to claim 3 is characterized in that above-mentioned stiffening girder (2) is made up of leading screw, nut.