CN209179253U

CN209179253U - A kind of sliceable shear wall steelframe for building

Info

Publication number: CN209179253U
Application number: CN201822072012.1U
Authority: CN
Inventors: 金朋欣; 张朝阳
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-12-11
Filing date: 2018-12-11
Publication date: 2019-07-30
Anticipated expiration: 2028-12-11

Abstract

The utility model provides a kind of sliceable shear wall steelframe for building, including wall, right steelframe, and slot tilts strut, plate, left steelframe, card slot, support side pipe, reinforcement skeleton and positioning plate；The left steelframe and right steelframe are whole in rectangle setting, are divided into two parts up and down by intermediate supports cross bar interval, supporting welding has X-shaped stress frame at one in this two square frames；The left and right sides of the right steelframe and left steelframe, which is welded, is supported by support side pipe at one, this supports at two circular array on the inner wall of side pipe to offer sliding slot at three, and reinforces skeleton at two and just pass through thirdly the underthrust that is slidably matched for locating sliding slot at peripheral vertical strut and above-mentioned three is installed at two and supports in side pipe, the setting of the utility model positioning plate everywhere, positioning plate, which is poured to be embedded in concrete wall, everywhere has anchorage effect, and the transverse shearing force dispersion that wall is subject to can be transferred to steelframe by it, and then reduce shearing to the damaged condition of wall.

Description

A kind of sliceable shear wall steelframe for building

Technical field

The utility model belongs to construction wall technical field, more specifically, in particular to a kind of for building sliceable Shear wall steelframe.

Background technique

It is primarily subjected to the wall of horizontal loading caused by wind load or geological process in house or structures, prevents structure from cutting Cut through bad, also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall, in general shear wall are divided into plane shear wall, simplified shear wall two again Kind.Plane shear wall: the effect of plane shear wall mainly increases rigidity, intensity and the collapse resistant capacity of structure.Cylinder shearing Wall: cylinder shear wall is used for skyscraper, generally higher than plane shear wall, can bear biggish horizontal loading.

It is found in conjunction with prior art people, although existing shear wall steelframe is able to carry out conventional use, still It exists in practical applications, and support strength is poor, causes the holistic resistant behavior of wall poor, and steelframe is in concrete wall In anchor and position effect it is poor, the problem of wall is easily separated by clipper with steelframe ontology when by transverse shearing force.

Then, it in view of this, being studied improvement for existing structure and missing, provides a kind of for building sliceable Shear wall steelframe, to achieve the purpose that with more more practical value.

Utility model content

In order to solve the above-mentioned technical problem, the utility model provides a kind of sliceable shear wall steelframe for building, with solution Certainly existing shear wall steelframe support strength is poor, causes the holistic resistant behavior of wall poor, and steelframe is in concrete wall Anchor and position effect it is poor, the problem of wall is easily separated by clipper with steelframe ontology when by transverse shearing force.

The purpose and effect of the utility model sliceable shear wall steelframe for building, are reached by technological means in detail below At:

A kind of sliceable shear wall steelframe for building, including wall, right steelframe, slot tilt strut, plate, Zuo Gang Frame, card slot support side pipe, reinforce skeleton and positioning plate；One is equidistantly disposed on the right vertical strut of the left steelframe Socket tooth, and also equidistant arrangement is provided with a socket tooth in the slot on the left of right steelframe, when left steelframe docks card insertion with right steelframe When together, this at two gear shaping in staggeredly mating up and down；The left steelframe and right steelframe entirety are arranged in rectangle, by Intermediate supports cross bar interval is divided into two parts up and down, and supporting welding has X-shaped stress frame at one in this two square frames；It is described The left and right sides of right steelframe left end slot, which is symmetrically arranged, is supported by three groups of plates at totally six, this at six plate it is corresponding on right steelframe Six at inclination strut supporting welding together；The back symmetric arrays of the left steelframe right vertical strut are welded with three groups and are total to Card slot at six, and this at six card slot respectively correspond and tilted together with strut supporting welding at six on left steelframe；The right steel The left and right sides of frame and left steelframe, which weld, is supported by support side pipe at one, equal battle array in a ring on the inner wall of this support side pipe at two Column offer sliding slot at three, and reinforce skeleton at two and just pass through thirdly the sliding for locating sliding slot at peripheral vertical strut and above-mentioned three is matched Underthrust is closed to be installed at two in support side pipe.

Further, the skeleton of reinforcing is welded by the seven triangle frames and circular array of upper and lower equidistant radial arrangement The vertical strut common combination of tripod periphery supports to be formed at seven.

Further, it is in upper and lower spaced inclination strut that the corresponding vertical welding of the positioning plate everywhere, which is supported in four rows, On.

Further, when the left steelframe and right steelframe docking card are plugged together, plate correspondence is inserted in card at six at six It is positioned together in slot and by screw locking.

Further, square crossing is supported by one and supports vertically on the support rail among the left steelframe and right steelframe Bar, the left and right sides of this vertical strut at two are symmetrically arranged in opposite directions and are supported by inclination strut at three.

Compared with prior art, the utility model has the following beneficial effects:

Reinforcement skeleton, which is assigned to support to effectively increase in side pipe at two, at sheet practical existing two supports side pipe at two Support strength allows to bear bigger transverse shearing force, and inclination strut can be welded to form surely respectively with plate and card slot Fixed right angled triangle support construction, triangular support structure, which pours to insert, has the function of its energy of anchor and position in concrete So that steelframe ontology is more firmly combined together with wall avoids transverse shearing force from separating wall with steelframe ontology clipper, causes Shear wall collapses.

Detailed description of the invention

Fig. 1 is the utility model structure diagram.

Fig. 2 is the crosscutting schematic diagram of the utility model wall.

Fig. 3 is the utility model steel frame construction schematic diagram.

Fig. 4 is the utility model or so steelframe abutting joint schematic diagram.

Fig. 5 is the right steel frame construction schematic diagram of the utility model.

Fig. 6 is the utility model reinforced skeleton structure schematic diagram.

In figure, the corresponding relationship of component names and accompanying drawing number are as follows:

Wall -1, right steelframe -2, slot -201 tilt strut -202, plate -203, left steelframe -3, card slot -301, support Side pipe -4 reinforces skeleton -5, positioning plate -6.

Specific embodiment

The embodiments of the present invention is described in further detail with reference to the accompanying drawings and examples.Following embodiment For illustrating the utility model, but cannot be used to limit the scope of the utility model.

In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot It is interpreted as indication or suggestion relative importance.

In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.

Embodiment:

As shown in attached drawing 1 to attached drawing 6:

The utility model provides one kind sliceable shear wall steelframe for building, including wall 1, right steelframe 2, slot 201, Tilt strut 202, plate 203, left steelframe 3, card slot 301, support side pipe 4, reinforcement skeleton 5 and positioning plate 6；The left steelframe 3 Right vertical strut on be equidistantly disposed with a socket tooth, and also equidistant arrangement is arranged in the slot 201 in 2 left side of right steelframe Have a socket tooth, when left steelframe 3 is plugged together with right 2 docking card of steelframe, this at two gear shaping in staggeredly mating up and down；Institute It states left steelframe 3 and right steelframe 2 is whole is arranged in rectangle, two parts up and down are divided by intermediate supports cross bar interval, this two Equal supporting welding has X-shaped stress frame at one in square frame；The left and right sides of the 2 left end slot 201 of right steelframe is symmetrically arranged Three groups of plates 203 at totally six are supported by, this tilts 202 supporting welding of strut at corresponding six on right steelframe 2 of plate 203 at six Together；The back of the 3 right vertical strut of left steelframe, which is symmetrically arranged, is welded with three groups of card slots 301 at totally six, and this is at six Card slot 301 is respectively corresponded to be tilted together with 202 supporting welding of strut at six on left steelframe 3；The right steelframe 2 and left steelframe 3 left and right sides, which is welded, is supported by one support side pipe 4, this supports at two circular array on the inner wall of side pipe 4 to open up There is sliding slot at three, and reinforces skeleton 5 at two and just pass through thirdly at the vertical strut in place periphery and above-mentioned three under being slidably matched of sliding slot It inserts to be installed at two and support in side pipe 4.

Wherein, the reinforcement skeleton 5 is welded in by the seven triangle frames and circular array of upper and lower equidistant radial arrangement The vertical strut common combination of tripod periphery supports to be formed at seven, and triangle frame has stable reinforcement buttressing effect at seven, into And reinforce skeleton 5 at two and assign the support strength for supporting at two and capable of effectively increasing support side pipe 4 at two in side pipe 4, make it It can bear bigger transverse shearing force.

Wherein, it is in upper and lower spaced inclination strut 202 that the corresponding vertical welding of the positioning plate 6 everywhere, which is supported in four rows, On, positioning plate 6, which is poured to be embedded in concrete wall, everywhere has anchorage effect, and its Transverse Shear that can be subject to wall Power dispersion is transferred to steelframe, and then reduces shearing to the damaged condition of wall.

Wherein, when the left steelframe 3 is plugged together with right 2 docking card of steelframe, the correspondence of plate 203 is inserted at six at six It is positioned together in card slot 301 and by screw locking, card slot 301 is left steelframe 3 and right steelframe 2 at plate 203 and six at six Butt junction location provide convenience.

Wherein, the left steelframe 3 is supported by one with equal square crossing on the support rail among right steelframe 2 and supports vertically Bar, the left and right sides of this vertical strut at two is symmetrically arranged in opposite directions is supported by inclination strut 202 at three, and inclination strut 202 divides It can be welded to form stable right angled triangle support construction with plate 203 and card slot 301, triangular support structure pours slotting Having the function of anchor and position in concrete, it can make steelframe ontology and wall more firmly combines together and avoids cross Wall is separated with steelframe ontology clipper to shearing, shear wall is caused to collapse.

The specifically used mode and effect of the present embodiment:

The utility model forms complete steelframe by right steelframe 2 and 3 grafting of left steelframe, only need to will be left when steelframe grafting at two Side bayonet slot 301 and right side slot 201 block to together and by screw locking positioning.

The embodiments of the present invention are given for the purpose of illustration and description, and are not exhaustively or to incite somebody to action The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art See.Embodiment was chosen and described in order to better illustrate the principle and practical application of the utility model, and makes this field Those of ordinary skill it will be appreciated that the utility model to designing various embodiments suitable for specific applications with various modifications.

Claims

1. a kind of sliceable shear wall steelframe for building, it is characterised in that: the sliceable shear wall steelframe for building includes Wall (1), right steelframe (2), slot (201) tilt strut (202), plate (203), left steelframe (3), card slot (301), support Side pipe (4) reinforces skeleton (5) and positioning plate (6)；One is equidistantly disposed on the right vertical strut of the left steelframe (3) Socket tooth, and also equidistant arrangement is provided with a socket tooth in the slot (201) on the left of right steelframe (2), when left steelframe (3) and right steel When frame (2) docking card is plugged together, this at two gear shaping in staggeredly mating up and down；The left steelframe (3) and right steelframe (2) are whole Body is in rectangle setting, is divided into two parts up and down, equal supporting welding in this two square frames by intermediate supports cross bar interval There is X-shaped stress frame at one；The left and right sides of right steelframe (2) the left end slot (201), which is symmetrically arranged, is supported by three groups at totally six Plate (203), this at six plate (203) it is corresponding together with inclination strut (202) supporting welding at six on right steelframe (2)； The back of left steelframe (3) the right vertical strut, which is symmetrically arranged, is welded with three groups of card slots (301) at totally six, and this card slot at six (301) it respectively corresponds and is tilted together with strut (202) supporting welding at six on left steelframe (3)；The right steelframe (2) and a left side The left and right sides of steelframe (3), which is welded, is supported by one support side pipe (4), and it is in ring that this, which is supported at two on the inner wall of side pipe (4), Shape array offers sliding slot at three, and reinforces skeleton (5) at two and just pass through thirdly locating sliding slot at the vertical strut in periphery and above-mentioned three The underthrust that is slidably matched be installed at two support side pipe (4) in.

2. sliceable shear wall steelframe for building as described in claim 1, it is characterised in that: the reinforcement skeleton (5) is by upper Triangle frame and circular array are welded in common group of vertical strut of tripod periphery at seven at lower equidistant spaced seven Support is closed to be formed.

3. sliceable shear wall steelframe for building as described in claim 1, it is characterised in that: the positioning plate (6) is right everywhere Should weld vertically and be supported in four rows is on upper and lower spaced inclination strut (202).

4. sliceable shear wall steelframe for building as described in claim 1, it is characterised in that: when the left steelframe (3) and the right side When steelframe (2) docking card is plugged together, plate (203) correspondence is inserted in card slot at six (301) and passes through screw locking at six It is positioned together.

5. sliceable shear wall steelframe for building as described in claim 1, it is characterised in that: the left steelframe (3) and right steel Square crossing is supported by vertical strut at one on the intermediate support rail of frame (2), and the left and right sides of this vertical strut at two is equal Opposite be symmetrically arranged is supported by inclination strut (202) at three.