CN208137272U - A kind of self-supporting masonry partition wall support rigid frame - Google Patents

A kind of self-supporting masonry partition wall support rigid frame Download PDF

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Publication number
CN208137272U
CN208137272U CN201721174788.3U CN201721174788U CN208137272U CN 208137272 U CN208137272 U CN 208137272U CN 201721174788 U CN201721174788 U CN 201721174788U CN 208137272 U CN208137272 U CN 208137272U
Authority
CN
China
Prior art keywords
partition wall
ring beam
masonry partition
rigid frame
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721174788.3U
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Chinese (zh)
Inventor
吴曙岽
崔胜红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Stanta Nantong Integrated Architecture Technology Co ltd
Original Assignee
Zhai Factory (shanghai) Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhai Factory (shanghai) Industrial Co Ltd filed Critical Zhai Factory (shanghai) Industrial Co Ltd
Priority to CN201721174788.3U priority Critical patent/CN208137272U/en
Application granted granted Critical
Publication of CN208137272U publication Critical patent/CN208137272U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of self-supporting masonry partition walls to support rigid frame, including steel construction column and steel ring beam, and the steel ring beam is connect with steel construction column or main structure body primary structure member by the steel ring beam sleeve of left and right beam-ends, is installed;The steel construction column, steel ring beam sleeve ends reserved sliding length can be adjusted according to on-site actual situations;The support rigid frame that the steel construction column and steel ring beam are constituted forms entirety by tension member and masonry partition wall, the stability for reinforcing masonry partition wall, the lateral resistant ability for increasing masonry partition wall, the lateral deformation for adjusting masonry partition wall;It not only can effectively avoid existing masonry partition wall long construction period, the problems such as wall is height-limited, use space is limited, site safety hidden danger, pollution from environmental noise;Moreover, support rigid frame component can be assembled in factory's centralized production, concentration, the scene of transporting to is mounted directly, and can achieve save the cost, adapts to the purpose that the assembled architecture that country calls develops.

Description

A kind of self-supporting masonry partition wall support rigid frame
Technical field
The utility model relates to technical field of buildings, specifically a kind of self-supporting masonry partition wall supports rigid frame.
Background technique
Currently, constructional column, collar tie beam in self-supporting partition wall still use concrete component at building engineering construction scene.Make There is a large amount of wet construction at scene, needs longer curing time, influences the duration of engineering.Secondly, using concrete-constituted pile, circle Beam needs a large amount of on-site construction processes, needs more site operation personnel, security risk and environmental pollution etc. can be brought to ask Topic.Using concrete-constituted pile, collar tie beam self-supporting partition wall, it can not meet save the cost, the requirement for increasing use space.
Multi-purpose greatly in masonry partition wall in existing building is concrete-constituted pile, concrete collar tie beam, the technology exist compared with More drawbacks:
1, the prior art has a large amount of wet constructions, and curing time is longer, causes the duration longer, needs more manpower work at the scene Make, causes more potential security risk.
2, situ wet operation will lead to environmental pollution, and noise pollution influences resident living.
3, the masonry partition wall using reinforced concrete structural column, collar tie beam is height-limited, and reinforced concrete member section phase To larger, position is inflexible, is unable to satisfy the requirement such as space use, save the cost.
4, big multi-process needs to complete at the scene, is unable to satisfy the requirement of the assembled architecture developed.
Utility model content
The purpose of this utility model is to provide a kind of self-supporting masonry partition wall support rigid frame, easy construction, save the cost, Environmental protection, the self-supporting masonry partition wall support Rigid frame system for complying with country's call, instead of cast-in-place concrete in traditional masonry partition wall Constructional column, collar tie beam, solve situ wet operation generate it is long in time limit, energy consumption is high, environmental pollution, security problems;It is above-mentioned to solve The problem of being proposed in background technique.
To achieve the above object, the utility model provides the following technical solutions:
A kind of self-supporting masonry partition wall support rigid frame, including steel construction column and steel ring beam, the steel construction column pass through up and down The steel construction column sleeve cylinder at end is connect with main structure body primary structure member, and the support rigid frame that the steel construction column and steel ring beam are constituted passes through Tension member and masonry partition wall form entirety.
As further program of the utility model:The steel ring beam passes through the steel ring beam sleeve and steel construction of left and right beam-ends Column or the connection of main structure body primary structure member.
As further program of the utility model:The steel ring beam sleeve ends are welded with steel plate.
Compared with prior art, the utility model has the beneficial effects that:It not only can effectively avoid existing masonry partition wall The problems such as long construction period, wall are height-limited, use space is limited, site safety hidden danger, pollution from environmental noise;Moreover, branch Supportting rigid frame component can be assembled in factory's centralized production, concentration, and the scene of transporting to is mounted directly, and can achieve save the cost, is adapted to The purpose for the assembled architecture development that country calls.
Detailed description of the invention
Fig. 1 is the three-dimensional facade figure of the utility model.
Fig. 2 is the two-dimentional elevation of the utility model.
Fig. 3 is the structural schematic diagram of steel ring beam sleeve.
Fig. 4 is the structural schematic diagram of steel plate.
Fig. 5 is the scheme of installation of steel ring beam sleeve.
In figure:1- steel construction column, 2- steel ring beam, 3- main structure body, 4- masonry partition wall, 5- tension member, 6- steel plate, 7- steel ring Beam casing cylinder.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1~2, in the utility model embodiment, a kind of self-supporting masonry partition wall supports rigid frame, including steel construction Column 1 and steel ring beam 2, the steel construction column 1 and steel ring beam 2 according to calculate desired material, section completes in processing factory, at It batch transports to construction site, site operation personnel pass through steel construction column 1 up and down according to in-depth drawing, by associated machines The steel construction column sleeve cylinder at end is connect with 3 primary structure member of main structure body(Detailed attached drawing 3), it is installed;The steel ring beam 2 passes through left and right The steel ring beam sleeve 7 of beam-ends is connect with steel construction column 1 or 3 primary structure member of main structure body(Detailed attached drawing 4~5), it is installed, steel ring 7 end of beam casing cylinder is welded with steel plate 6;The steel construction column 1,7 end of steel ring beam sleeve reserved sliding length can be according to existing Field actual conditions are adjusted;The support rigid frame that the steel construction column 1 and steel ring beam 2 are constituted passes through tension member 5 and masonry partition wall 4 Form whole, the stability for reinforcing masonry partition wall 4, the lateral resistant ability for increasing masonry partition wall 4, the lateral change for adjusting masonry partition wall 4 Shape.
The working principle of the utility model is:
A kind of self-supporting masonry partition wall supports rigid frame, not only can effectively avoid existing masonry partition wall construction period Long, the problems such as wall is height-limited, use space is limited, site safety hidden danger, pollution from environmental noise;Moreover, support rigid frame structure Part can be assembled in factory's centralized production, concentration, and the scene of transporting to is mounted directly, and can achieve save the cost, adapts to country and calls Assembled architecture development purpose.
A kind of self-supporting masonry partition wall supports rigid frame, and relatively thin wall can be made to accomplish biggish height, reduces scene Wet construction shorten the construction period, realize the factorial production, with reach save space, save the cost, quick income, reduce safety it is hidden The purpose of trouble and environmental pollution.
The utility model is not limited to above-described embodiment, on the basis of technical solution disclosed by the utility model, this For the technical staff in field according to disclosed technology contents, not needing creative labor can be special to some of which technology Sign makes some simple modification, equivalent change and modifications, is all within the scope of the technical scheme of the utility model.
In the description of this specification, it should be noted that unless otherwise clearly defined and limited, term " setting ", " connected " and " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect It connects;It can be directly connected, the connection inside two elements can also be can 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.

Claims (3)

1. a kind of self-supporting masonry partition wall supports rigid frame, including steel construction column (1) and steel ring beam (2), which is characterized in that the steel Constructional column (1) is connect by the steel construction column sleeve cylinder of upper and lower side with main structure body (3) primary structure member, the steel construction column (1) and The support rigid frame that steel ring beam (2) is constituted is formed whole by tension member (5) and masonry partition wall (4).
2. a kind of self-supporting masonry partition wall according to claim 1 supports rigid frame, which is characterized in that the steel ring beam (2) It is connect by the steel ring beam sleeve (7) of left and right beam-ends with steel construction column (1) or main structure body (3) primary structure member.
3. a kind of self-supporting masonry partition wall according to claim 1 supports rigid frame, which is characterized in that the steel ring beam sleeve (7) end is welded with steel plate (6).
CN201721174788.3U 2017-09-14 2017-09-14 A kind of self-supporting masonry partition wall support rigid frame Expired - Fee Related CN208137272U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721174788.3U CN208137272U (en) 2017-09-14 2017-09-14 A kind of self-supporting masonry partition wall support rigid frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721174788.3U CN208137272U (en) 2017-09-14 2017-09-14 A kind of self-supporting masonry partition wall support rigid frame

Publications (1)

Publication Number Publication Date
CN208137272U true CN208137272U (en) 2018-11-23

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721174788.3U Expired - Fee Related CN208137272U (en) 2017-09-14 2017-09-14 A kind of self-supporting masonry partition wall support rigid frame

Country Status (1)

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CN (1) CN208137272U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111088899A (en) * 2019-12-17 2020-05-01 中国二冶集团有限公司 Masonry enclosure assembly of super-long steel structure factory building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111088899A (en) * 2019-12-17 2020-05-01 中国二冶集团有限公司 Masonry enclosure assembly of super-long steel structure factory building

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20190723

Address after: 226000 Factory Building No. 4, Juheng Industrial Park, East of Qingdao Road and North of Jinqiao West Road, Nantong High-tech Industrial Development Zone, Jiangsu Province

Patentee after: Stanta (Nantong) Integrated Architecture Technology Co.,Ltd.

Address before: Room 3302, No. 12, Lane 65, Huandong Road, Fengjing Town, Jinshan District, Shanghai, 201501

Patentee before: HOME FACTORY (SHANGHAI) INDUSTRIAL Co.,Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181123

Termination date: 20210914

CF01 Termination of patent right due to non-payment of annual fee