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.