CN109184034A - A kind of wall frame mounting for building and its building implementation method - Google Patents
A kind of wall frame mounting for building and its building implementation method Download PDFInfo
- Publication number
- CN109184034A CN109184034A CN201811360795.1A CN201811360795A CN109184034A CN 109184034 A CN109184034 A CN 109184034A CN 201811360795 A CN201811360795 A CN 201811360795A CN 109184034 A CN109184034 A CN 109184034A
- Authority
- CN
- China
- Prior art keywords
- building
- frame mounting
- wall
- wall frame
- steel column
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/66—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0613—Closed cages made of one single bent reinforcement mat
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0622—Open cages, e.g. connecting stirrup baskets
Abstract
The invention discloses a kind of wall frame mounting for building and its building implementation methods comprising predefines thickness to provide the skeleton steel column of sufficient intensity, wherein the skeleton steel column setting is supported in the frame mounting；The frame mounting setting uses the peripheral frame of predetermined shape；At least the steel mesh with one layer of open and flat fixation is arranged in side in the two sides on the skeleton steel column；And the space for embedded pipeline groove is provided on the outside of the steel mesh.The fit structure of present invention wall frame mounting for building and its building implementation method due to using skeleton steel column and peripheral frame and steel mesh, realize the frame support in wall architectural process, it can accelerate the rate of progress of the construction of wall, and the wall thickness after building is smaller, usable floor area that can effectively in expanding unit.
Description
Technical field
The present invention relates to a kind of wall frame mounting for building and construction method more particularly to a kind of facilitate construction
Wall frame structure and building implementation method.
Background technique
In the construction structure and method of the prior art, for the load-carrying members of building, it is usually used and meets safety
It is required that reinforcing bar carry out frame ligation and welding, then carry out the perfusion and condensation of concrete, construction speed is by steel bar framework
With the limitation of the condensation progress of coagulation degree；And to non bearing structure (false wall), such as in some unit in fitment process
The construction of division wall is built into, this coagulation usually after weighing wall construction using hollow brick (concrete prefabricated)
The partition wall occupied area that the prefabricated brick of soil is formed is larger, and (this will lead to room in the city of an inch of land is an inch of gold such as Hong Kong and Tokyo
Usable floor area decline it is obvious), and complicated modification is needed to the decoration construction of the chase of water power, such as need on the wall
Grooving is carried out then to backfill again, construction efficiency is very low, and the wall after adjusting back it is difficult to ensure that as the metope originally constructed that
It is uniformly beautiful.
Therefore, in the prior art, especially to the decoration construction process of false wall, there is also many defects, and it is to be improved
And development.
Summary of the invention
The purpose of the present invention is to provide a kind of wall frame mounting for building and its building implementation methods, for the prior art
In common building and false wall construction and form of construction work the problem of occupying usable floor area in room, providing one kind being capable of rapid construction
With the wall frame structure and building implementation method of usable floor area in expanding unit.
Technical scheme is as follows:
A kind of wall frame mounting for building comprising predefine thickness to provide the skeleton steel column of sufficient intensity, wherein
The skeleton steel column setting is supported in the frame mounting；The frame mounting setting uses the peripheral frame of predetermined shape；
At least the steel mesh with one layer of open and flat fixation is arranged in side in the two sides on the skeleton steel column；And it is set on the outside of the steel mesh
It is equipped with the space for embedded pipeline groove.
The wall frame mounting for building, wherein the skeleton steel column is set as rectangular or round steel pipe；The periphery
Frame setting is made of the reinforcing bar of predetermined thickness.
The wall frame mounting for building, wherein the skeleton steel column is using at least one cross intersected anyhow
Structure, and be welded.
The wall frame mounting for building, wherein the skeleton steel column is set as the short circuit on the thickness direction of wall
The skeleton steel column of column, welding support two sides forms.
The wall frame mounting for building, wherein be provided with two layers of steel mesh between the skeleton steel column；The external surrounding frame
Frame is set as two layers, is close to setting on the outside of the steel mesh respectively.
Any wall frame mounting for building, wherein the wall frame mounting for building has turning for L-type or T-type
Angle global shape.
The wall frame mounting for building, wherein be set as double-layer structure in the peripheral frame of corner.
A kind of building implementation method using the wall frame mounting for building comprising following steps:
A, according to the design space requirement of building, partition wall is set and uses the wall frame mounting for building；
B, corresponding chase is set in the wall frame mounting for building；
C, adhere to concrete on the outside of the steel mesh and form final partition wall.
The building implementation method, wherein also set up antirust spraying process between the step A and the step C, use
To carry out antirust treatment to the wall frame mounting for building.
The building implementation method, wherein the step A further includes carrying out according to the Sizing requirements of partition wall to institute
State the cutting or welding adjustment of wall frame mounting for building.
A kind of wall frame mounting for building provided by the present invention and its building implementation method, due to using skeleton steel column
With the fit structure of peripheral frame and steel mesh, the frame support in wall architectural process is realized, the building of wall can be accelerated
Speed of application, and the wall thickness after building is smaller, usable floor area that can effectively in expanding unit.
Detailed description of the invention
Fig. 1 is the stereoscopic schematic diagram in wall frame mounting preferred embodiment for building of the invention.
Fig. 2 is wall frame mounting preferred embodiment overhead sectional view for building of the present invention.
Fig. 3 is the lateral plan of wall frame mounting preferred embodiment for building of the present invention.
Fig. 4 is the overhead sectional view of wall frame mounting another preferred embodiment for building of the present invention.
Fig. 5 is the lateral plan of wall frame mounting for building of the present invention shown in Fig. 4.
Fig. 6 is the partial enlargement schematic cross-sectional view of wall frame mounting for building of the present invention.
Fig. 7 is the T-type block schematic illustration of wall frame mounting for building of the present invention.
Fig. 8 is the L-type block schematic illustration of wall frame mounting for building of the present invention.
Specific embodiment
Presently preferred embodiments of the present invention is described in detail below.
A kind of wall frame mounting for building disclosed in this invention, preferred embodiment is as shown in Figure 1, example is shown
One L-type frame, setting include predefine thickness to provide the skeleton steel column 110 of sufficient intensity, this in building trade all
Have corresponding load-bearing parameter and a specification, such as according to whole load-bearing requirements, with select corresponding skeleton steel column 110 model and
Thickness etc..
Frame mounting for building of the invention is that false wall uses especially for division wall, therefore, the size of skeleton steel column
Without excessive.The setting of skeleton steel column 110 is supported among the frame mounting, can use vertically arranged knot
Structure, can also be using vertical and laterally staggered, such as the mode of cross framework, and can pass through welding and realize；It is preferred that institute
Skeleton steel column 110 is stated mainly using vertical supporting.The skeleton steel column 110 can be had using being arranged on the thickness direction of wall
There are multiple short circuit columns 111, to form H-type or hollow support construction, as shown in Figure 4 and Figure 5, reinforces supporting role, simultaneously
Gap can also be formed between the skeleton steel column for being shorted column connection, to make other structures pass through, such as embedded water pipe and line
The tube seat etc. of cable.
Frame mounting setting of the present invention uses the peripheral frame 120 of predetermined shape, such as can be according to the size of wall
And area, using corresponding rectangular periphery frame, or using the L-type or T-type corner configuration for adapting to corner, such as Fig. 7 and Fig. 8 institute
Show；The peripheral frame is generally formed using reinforcement welding, and horizontal and vertical reinforcing bar is arranged in frame, and can be passed through
Strap-on structure 121 carries out bundled fixed, and the fineness of reinforcing bar is also needed according to the weighing of wall and set.
At least side setting in the two sides in or beyond the skeleton steel column 110 has the steel mesh of one layer of open and flat fixation
130, as shown in Figure 1, the described 130 mesh size specifications used also as needed can be different, the steel mesh 130 is acted on
In the backing to metope concrete, therefore, it is different that mesh size can according to need setting.The steel mesh 130 can be set
It is two layers, to form void layer between two layers of steel mesh 130, sound insulation or warming can be used to, the peripheral frame 120 can divide
It is not close to the steel mesh outside or inside and is arranged.The outside of the steel mesh 130 is provided with the space for embedded pipeline groove,
Simultaneously using the space between the steel mesh 130, cabling can be carried out.The steel mesh 130 needs as far as possible in the fabrication process
Flattening assembly be fixed in the skeleton steel column and the peripheral frame.Frame mounting shown in Fig. 1 is to lay flat on the ground
State, can inwardly be overturn on the floor established in unit in construction usage, to be welded and be formed the frame of partition wall
Frame structure.
Pass through the connection structure of the above-mentioned this wall frame mounting of setting, so that it may by the structure of various different support strengths into
Row is welded and is fixed, to form the basic framework of wall.In certain design schemes, can according to actual interval needs,
Entire partition wall is standardized, to form the model of several size and shape, thus convenient rapid processing in factory and
Manufacture.After factory process manufactures, just forming inside has skeleton steel column and peripheral frame to be supported, while having steel
Net carries out the frame structure of backing setting, is transporting to after building site, can be by these frame mountings according to preparatory design requirement
It is assembled, ultimately forms the inner framework structure of wall.Hereafter, then follow up design and finishing needs, by the pipeline of water power pipeline
Slot be assembled on wall frame mounting for building of the present invention, finally passes through the cladding materials shapes such as casting concrete cement again
At wall.
This wall frame mounting for building of the present invention, during being constructed to wall, due to using metal framework and
Skeleton structure, traditional wall construction mode such as whole concrete brick compared with the existing technology of wall facilitate construction, weigh
Intensity is enough, and finally formed partition wall occupied area in unit greatly reduces, this city room to some ans inch of land is an inch of gold
For room building, such as Hong Kong, Tokyo etc., especially there is economic value.
In another embodiment of the invention, as shown in Figures 2 and 3, the skeleton steel can be used in the frame mounting
Column 110 is only with one layer, and the amesiality side wall setting in the installation space of chase 140, rather than as other positions
Wall is equally in an intermediate position, passes through this space that can staggeredly form chase convenient for assembly.Peripheral frame 120 and steel
Net 130 carries out binding construction by strap-on structure 121, and steel wire or iron wire etc. can be used in strap-on structure.And each skeleton steel
Column 110 can form the frame set of multiple units, and can be mutually welded to connect, to form thinner wall knot
Structure, such as 50 millimeters or so of thickness.
In wall frame mounting for building of the present invention, the skeleton steel column 110, which can be set, is adopted as rectangular or circle
Shape steel pipe, in present pre-ferred embodiments, using rectangular steel tube, as shown in Figure 6；The peripheral frame setting is using predetermined
The reinforcing bar of thickness is made.In amplification diagram shown in Fig. 6, it can be seen that the skeleton steel column 110 uses I-shaped structure, and
Two sides are provided with peripheral frame 120 on the inside of it, have locally used double-layer structure, and be provided with steel mesh 130 in upside side, have passed through
Strap-on structure 121 carries out bundled fixed.
As shown in Figure 7 and Figure 8, in the preferred embodiment of wall frame mounting for building of the present invention, the wall for building
Frame mounting can be set using the turning global shape with L-type or T-type, so as to the partition wall corner location for building
Wall construction build.For the intensity for enhancing corner location, reinforcement can be arranged in the corner location in the peripheral frame
Double-layer structure is respectively welded on the skeleton steel column, from the fixed flat for keeping the steel mesh 130.
The present invention also discloses a kind of building implementation methods using the wall frame mounting for building comprising with
Lower step:
A, the wall frame mounting for building used by partition wall is set according to the design space requirement of building first, it is main
If its dimensions and weighing ability etc., and accordingly complete its required amount of manufacture in factory and prepare；Product of the present invention exists
Factory and the frame structure that a kind of hardware is mainly reflected in production and sales are then corresponding when using the structure to construction site
Match in the enterprising luggage of wall, welded connecting can also be can be used using bundled fixed when assembly；
B, corresponding chase is set in the wall frame mounting for building；On traditional wall compared with the prior art
The mode of slot grooving is needed again, present invention wall frame mounting for building generallys use outside in the steel mesh for being pre-designed offer
Space as reserved pipeline slot space, in the construction process, first in assembly can secure wall frame and then by the pipe
Wire casing is also fitted with fixed to corresponding position, for example, by using welding or bundled fixed；
C, finally adhere to concrete on the outside of the steel mesh and form final partition wall；Accompanying concrete thickness would generally
What is be arranged is smaller, to save occupied sleeving inner space.Frame mounting of the present invention is due to having corresponding skeleton steel column, peripheral frame
And steel net structure forms the internal structure of wall, external concrete just need not be blocked up, can be real by the backing of steel mesh
Now to the support of concrete.
Wall frame mounting for building of the present invention can also carry out building instead of concrete using other fire proofing materials and apply
Work can achieve intensity of a fire attack in resistance 1 hour or more, to effectively realize to form the fire partition of 50-60 millimeters thick
Fireproof function.Alternative fire-proof construction material benefit is can to form the lighter partition wall of overall weight, work progress with
The work progress of concrete is similar, is also intended to be sprayed and smoothed out process.The wall that this frame mounting of the present invention is formed can be with
Building cost and occupied area are reduced, to promote the benefit and area utilization rate of developer.
In building implementation method of the present invention, antirust spraying must also be provided between the step A and the step C
Step, to carry out antirust treatment to the wall frame mounting for building.The spraying process can be sprayed since side, by
It is sprayed in using spray pattern, the steel mesh of two sides can obtain spray treatment simultaneously.In actual processing and work progress
In, it further include the cutting carried out according to the Sizing requirements of partition wall to the wall frame mounting for building in the step A
Or adjustment is welded, the adjustable size for reducing frame is cut, and the size that welding can connect expansion frame mounting is big
It is small.
Wall frame mounting for building of the present invention and its building implementation method can be convenient processing to construction wall and
Manufacture, in particular for the building and construction of this false wall of division wall, can by size design, carried out in factory processing and
Welding forms frame, assembly and welding can be rapidly performed by after transporting to construction site, to can further carry out
Concrete construction, forms wall, and the thickness of wall of the present invention can accomplish that co ncrete wall compared with prior art is obvious
It is thinner, such as can achieve 6-10cm thickness, so that wall occupied area be greatly saved, improve the using face in unit
Product, this can effectively promote the interests of developer to the mode of selling valuated according to usable floor area.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (10)
1. a kind of wall frame mounting for building comprising predefine thickness to provide the skeleton steel column of sufficient intensity, feature
It is, the skeleton steel column setting is supported in the frame mounting；The frame mounting setting uses the periphery of predetermined shape
Frame；At least the steel mesh with one layer of open and flat fixation is arranged in side in the two sides on the skeleton steel column；And in the steel mesh
Outside is provided with the space for embedded pipeline groove.
2. wall frame mounting for building according to claim 1, which is characterized in that the skeleton steel column be set as it is rectangular or
Round steel pipe；The peripheral frame setting is made of the reinforcing bar of predetermined thickness.
3. wall frame mounting for building according to claim 2, which is characterized in that the skeleton steel column is intersected using vertical and horizontal
At least one cross framework, and be welded.
4. wall frame mounting for building according to claim 2, which is characterized in that the skeleton steel column is set as in wall
The skeleton steel column of short circuit column on thickness direction, welding support two sides forms.
5. wall frame mounting for building according to claim 4, which is characterized in that be provided with two between the skeleton steel column
Layer steel mesh；The peripheral frame is set as two layers, is close to setting on the outside of the steel mesh respectively.
6. wall frame mounting for building according to any one of claims 1 to 5, which is characterized in that the wall frame for building
Device has the turning global shape of L-type or T-type.
7. wall frame mounting for building according to claim 6, which is characterized in that be set as double in the peripheral frame of corner
Layer structure.
8. a kind of building implementation method using wall frame mounting for building as described in claim 1 comprising following steps:
A, according to the design space requirement of building, partition wall is set and uses the wall frame mounting for building；
B, corresponding chase is set in the wall frame mounting for building；
C, adhere to concrete on the outside of the steel mesh and form final partition wall.
9. building implementation method according to claim 8, which is characterized in that also set between the step A and the step C
Antirust spraying process is set, to carry out antirust treatment to the wall frame mounting for building.
10. building implementation method according to claim 8, which is characterized in that the step A further includes the ruler according to partition wall
Very little design requirement carries out cutting or welding adjustment to the wall frame mounting for building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811360795.1A CN109184034A (en) | 2018-11-15 | 2018-11-15 | A kind of wall frame mounting for building and its building implementation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811360795.1A CN109184034A (en) | 2018-11-15 | 2018-11-15 | A kind of wall frame mounting for building and its building implementation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109184034A true CN109184034A (en) | 2019-01-11 |
Family
ID=64940034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811360795.1A Pending CN109184034A (en) | 2018-11-15 | 2018-11-15 | A kind of wall frame mounting for building and its building implementation method |
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| Country | Link |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1110357A (en) * | 1994-04-08 | 1995-10-18 | 陈振兴 | Method for fixing framework of building wall |
| CN201924485U (en) * | 2010-08-24 | 2011-08-10 | 骆东伟 | Expanding keel provided with sidewise connectors |
| CN203514570U (en) * | 2013-10-08 | 2014-04-02 | 中国建筑装饰集团有限公司 | Square bar keel partition wall |
| CN203716345U (en) * | 2013-12-31 | 2014-07-16 | 重庆工程职业技术学院 | Square steel column sandwich board wall |
| CN204609049U (en) * | 2015-04-20 | 2015-09-02 | 中建三局东方装饰设计工程有限公司 | The ultra-thin steelframe body of wall of stone veneer |
| CN207194239U (en) * | 2017-07-04 | 2018-04-06 | 杭州江润科技有限公司 | Lightgage steel joist concrete anticracking fills wall |
-
2018
- 2018-11-15 CN CN201811360795.1A patent/CN109184034A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1110357A (en) * | 1994-04-08 | 1995-10-18 | 陈振兴 | Method for fixing framework of building wall |
| CN201924485U (en) * | 2010-08-24 | 2011-08-10 | 骆东伟 | Expanding keel provided with sidewise connectors |
| CN203514570U (en) * | 2013-10-08 | 2014-04-02 | 中国建筑装饰集团有限公司 | Square bar keel partition wall |
| CN203716345U (en) * | 2013-12-31 | 2014-07-16 | 重庆工程职业技术学院 | Square steel column sandwich board wall |
| CN204609049U (en) * | 2015-04-20 | 2015-09-02 | 中建三局东方装饰设计工程有限公司 | The ultra-thin steelframe body of wall of stone veneer |
| CN207194239U (en) * | 2017-07-04 | 2018-04-06 | 杭州江润科技有限公司 | Lightgage steel joist concrete anticracking fills wall |
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Application publication date: 20190111 |