CN206737114U - A kind of concrete complex building of steel meshwork framework - Google Patents
A kind of concrete complex building of steel meshwork framework Download PDFInfo
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- CN206737114U CN206737114U CN201720360183.7U CN201720360183U CN206737114U CN 206737114 U CN206737114 U CN 206737114U CN 201720360183 U CN201720360183 U CN 201720360183U CN 206737114 U CN206737114 U CN 206737114U
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- coagulating
- steel mesh
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Abstract
The utility model discloses a kind of concrete complex building of steel meshwork framework, its structure includes protection edge, concrete layer one, water blocking layer, concrete layer two, floor steel mesh layer, side load-bearing pillar, angle load-bearing pillar, basic unit's coagulating layer one, main ground, auxiliary ground, angle consolidates steel mesh layer, basic unit's coagulating layer two, basic unit's coagulating layer three, protection edge is connected with concrete layer one, water blocking layer is connected by floor steel mesh layer with concrete layer two, concrete layer two is connected by side load-bearing pillar with concrete layer one, angle load-bearing pillar respectively with concrete layer one, water blocking layer, concrete layer two, floor steel mesh layer, basic unit's coagulating layer one is connected, basic unit's coagulating layer one is connected by floor steel mesh layer with basic unit coagulating layer two, the beneficial effects of the utility model：This equipment is provided with the angle installed at 45 degree of angles by 4 angles of floor gap and consolidates steel mesh layer, building is formed more triangles when building and reinforces support, construction is reasonable, ensures the steadiness and security of building.
Description
Technical field
The utility model is a kind of concrete complex building of steel meshwork framework, belongs to complex building field.
Background technology
By two or more construction style in ancient building, or combined by a kind of different shape of construction style
Building claims complex building.
Prior art discloses Application No.：200520142267.0 a kind of steel mesh framework concrete complex building, purport
Avoid the temporary facilities such as building template, scaffold, safety net and steel bar meter, build by laying bricks or stones, it is levelling touch ash, gloss over a fault, big part is hung
The heavy complicated manpower construction such as dress, component splicing, anti-corrosion, fire prevention and insulation and work high above the ground, saving, quick, environmental protection are built high
Quality house.It is characterized in that:More than 2 layers steel mesh frameworks of overall assembling, and using its own lightweight, high-strength, sizing, positioning,
Construction loads performance is born, is performed integrally concrete cast unit, building structure, maintenance, insulation, pipeline work are completed in integration
Journey, and three-dimensional overlapping is completed house and built;The utility model has standardized designs, industrial automation production, overall fast quick-mounting
Match somebody with somebody and the characteristics of mechanization, semi-automatic construction;The utility model is applied to various buildings, more than the multilayer that is particularly suitable for use in lives
Residence is built.Prior art is being carried out in use, not reasonable for the construction in house, causes house support not firm enough, easily
Cause danger.
Utility model content
In view of the deficienciess of the prior art, the utility model purpose is to provide, a kind of steel meshwork framework concrete is compound to be built
Build, it is to solve prior art in progress in use, not reasonable for the construction in house, cause house support not firm enough, hold
The problem of easily causing danger.
To achieve these goals, the utility model is to realize by the following technical solutions：A kind of steel meshwork framework mixes
Native complex building is coagulated, its structure includes protection edge, concrete layer one, water blocking layer, concrete layer two, floor steel mesh layer, side load-bearing
Post, angle load-bearing pillar, basic unit's coagulating layer one, main ground, auxiliary ground, angle consolidate steel mesh layer, basic unit's coagulating layer two, basic unit's coagulating layer
Three, the protection with concrete layer one along being connected, and for the concrete layer one on water blocking layer, the water blocking layer passes through floor
Steel mesh layer is connected with concrete layer two, and the concrete layer two is connected by side load-bearing pillar with concrete layer one, and the angle is held
Weight post is connected with concrete layer one, water blocking layer, concrete layer two, floor steel mesh layer, basic unit's coagulating layer one respectively, the basic unit
Coagulating layer one is connected by floor steel mesh layer with basic unit coagulating layer two, the angle consolidate steel mesh layer respectively with concrete layer one, mixed
Solidifying soil layer two, angle load-bearing pillar, basic unit's coagulating layer one are connected, and basic unit's coagulating layer two passes through floor steel mesh layer and basic unit's coagulation
Layer three is connected, and basic unit's coagulating layer three is connected with main ground, auxiliary ground respectively, and the angle, which consolidates steel mesh layer, includes stull
Bar, hound, perpendicular strut, the singletree are connected by hound with perpendicular strut, and the perpendicular strut is connected with singletree.
Further, the side load-bearing pillar is provided with 4.
Further, the side load-bearing pillar is cylinder.
Further, the angle load-bearing pillar is rectangle.
Further, 4 angles of basic unit's coagulating layer one are fixed with 1 angle load-bearing pillar respectively.
Further, the floor steel mesh layer is made of stainless steel, and ensures its hardness and anti-corrosive properties.
Further, the angle is consolidated steel mesh layer and installed using 45 degree of angles, forms more gusseted frameworks, is ensured firm
Property.
The beneficial effects of the utility model：This equipment is provided with the angle installed at 45 degree of angles by 4 angles of floor gap and consolidates steel
Stratum reticulare, building is formed more triangles when building and reinforce support, construction is reasonable, ensures the steadiness and security of building.
Brief description of the drawings
By reading the detailed description made with reference to the following drawings to non-limiting example, other spies of the present utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural representation of concrete complex building of steel meshwork framework of the utility model.
Fig. 2 is the structural representation that a kind of concrete complex building of steel meshwork framework angle of the utility model consolidates steel mesh layer.
In figure：Protection edge -1, concrete layer one -2, water blocking layer -3, concrete layer two -4, floor steel mesh layer -5, side load-bearing
Post -6, angle load-bearing pillar -7, basic unit's coagulating layer one -8, main ground -9, auxiliary ground -10, angle consolidate steel mesh layer -11, basic unit's coagulating layer
Two -12, basic unit's coagulating layer three -13, singletree -1101, hound -1102, perpendicular strut -1103.
Embodiment
Technological means, creation characteristic, reached purpose and effect to realize the utility model are easy to understand, below
With reference to embodiment, the utility model is expanded on further.
Fig. 1, Fig. 2 are referred to, the utility model provides a kind of concrete complex building of steel meshwork framework：Its structure includes protection
Along 1, concrete layer 1, water blocking layer 3, concrete layer 24, floor steel mesh layer 5, side load-bearing pillar 6, angle load-bearing pillar 7, basic unit's coagulation
Layer 1, main ground 9, auxiliary ground 10, angle consolidate steel mesh layer 11, basic unit's coagulating layer 2 12, basic unit's coagulating layer 3 13, the protection
It is connected along 1 with concrete layer 1, for the concrete layer 1 on water blocking layer 3, the water blocking layer 3 passes through floor steel mesh layer
5 are connected with concrete layer 24, and the concrete layer 24 is connected by side load-bearing pillar 6 with concrete layer 1, the angle load-bearing
Post 7 is connected with concrete layer 1, water blocking layer 3, concrete layer 24, floor steel mesh layer 5, basic unit's coagulating layer 1 respectively, described
Basic unit's coagulating layer 1 is connected by floor steel mesh layer 5 with basic unit coagulating layer 2 12, the angle consolidate steel mesh layer 11 respectively with coagulation
Soil layer 1, concrete layer 24, angle load-bearing pillar 7, basic unit's coagulating layer 1 are connected, and basic unit's coagulating layer 2 12 passes through floor
Steel mesh layer 5 is connected with basic unit coagulating layer 3 13, and basic unit's coagulating layer 3 13 is connected with main ground 9, auxiliary ground 10 respectively,
The angle, which consolidates steel mesh layer 11, includes singletree 1101, hound 1102, perpendicular strut 1103, and the singletree 1101 passes through diagonal brace
Bar 1102 is connected with perpendicular strut 1103, and the perpendicular strut 1103 is connected with singletree 1101, and the side load-bearing pillar 6 is provided with 4
Individual, the side load-bearing pillar 6 is cylinder, and the angle load-bearing pillar 7 is rectangle, and 4 angles of basic unit's coagulating layer 1 are used respectively
1 angle load-bearing pillar 7 is fixed, and the floor steel mesh layer 5 is made of stainless steel, and ensures its hardness and anti-corrosive properties, and the angle consolidates steel
Stratum reticulare 11 is installed using 45 degree of angles, forms more gusseted frameworks, ensures steadiness.
For user when carrying out concrete complex building of steel meshwork framework construction, the angle that can be provided with by building consolidates steel mesh layer 11
45 degree of angle installations are carried out, steel mesh layer 11 hound 1102 collocation singletree 1101 itself is consolidated plus angle and perpendicular strut 1103 is formed
Triangular configuration, angle is consolidated the singletree 1101 of steel mesh layer 11 makes between angle load-bearing pillar 7 and basic unit's coagulating layer 1 in basic unit
More gusseteds are formed, ensure the firm of angle load-bearing pillar 7, and can then make concrete layer 24 and angle load-bearing when floor is installed
Formed between post 7 between more gusseteds and concrete layer 1 and angle load-bearing pillar 7 and form more gusseteds, ensure floor and angle
The steadiness of load-bearing pillar 7, architectural construction is reasonable, preferably ensures building steadiness and security.
Angle described in the utility model consolidates steel mesh layer 11, and T word welding is carried out using singletree 1101 and perpendicular strut 1103
Afterwards, then by hound 1102 and the collocation of singletree 1101 more triangular shapes are welded into, when making stress, pass through the steady of triangle stress
Solidity strengthens its stress performance.
It is of the present utility model to protect along 1, concrete layer 1, water blocking layer 3, concrete layer 24, floor steel mesh layer 5, Bian Cheng
Weight post 6, angle load-bearing pillar 7, basic unit's coagulating layer 1, main ground 9, auxiliary ground 10, angle consolidate steel mesh layer 11, basic unit's coagulating layer 2 12,
Basic unit's coagulating layer 3 13, singletree 1101, hound 1102, perpendicular strut 1103, part is universal standard part or this area skill
Normal experiment can be learnt or be passed through to the part that art personnel know, its structure and principle all for this technology personnel by technical manual
Method knows, the utility model solves the problems, such as, and to be prior art in use, not reasonable for the construction in house, make
It is not firm enough into house support, danger is easily caused, the utility model is combined with each other by above-mentioned part, is building building
When can form more triangles and reinforce support, construction is reasonable, ensures the steadiness and security of building, described in detail below：
The angle consolidate steel mesh layer 11 respectively with concrete layer 1, concrete layer 24, angle load-bearing pillar 7, basic unit's coagulating layer
One 8 are connected, and the singletree 1101 is connected by hound 1102 with perpendicular strut 1103, the perpendicular strut 1103 and stull
Bar 1101 is connected.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for
For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute
Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim
All changes are included in the utility model.Any reference in claim should not be considered as to the involved right of limitation
It is required that.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (5)
- A kind of 1. concrete complex building of steel meshwork framework, it is characterised in that：Its structure includes protection edge（1）, concrete layer one （2）, water blocking layer（3）, concrete layer two（4）, floor steel mesh layer（5）, side load-bearing pillar（6）, angle load-bearing pillar（7）, basic unit's coagulating layer One（8）, main ground（9）, auxiliary ground（10）, angle consolidate steel mesh layer（11）, basic unit's coagulating layer two（12）, basic unit's coagulating layer three （13）, the protection edge（1）With concrete layer one（2）It is connected, the concrete layer one（2）Located at water blocking layer（3）On, it is described Water blocking layer（3）Pass through floor steel mesh layer（5）With concrete layer two（4）Connection, the concrete layer two（4）Pass through side load-bearing pillar （6）With concrete layer one（2）It is connected, the angle load-bearing pillar（7）Respectively with concrete layer one（2）, water blocking layer（3）, concrete Layer two（4）, floor steel mesh layer（5）, basic unit's coagulating layer one（8）It is connected, basic unit's coagulating layer one（8）Pass through floor steel mesh layer （5）With basic unit coagulating layer two（12）Connection, the angle consolidate steel mesh layer（11）Respectively with concrete layer one（2）, concrete layer two （4）, angle load-bearing pillar（7）, basic unit's coagulating layer one（8）It is connected, basic unit's coagulating layer two（12）Pass through floor steel mesh layer（5）With Basic unit's coagulating layer three（13）It is connected, basic unit's coagulating layer three（13）Respectively with main ground（9）, auxiliary ground（10）It is connected, The angle consolidates steel mesh layer（11）Including singletree（1101）, hound（1102）, perpendicular strut（1103）, the singletree （1101）Pass through hound（1102）With perpendicular strut（1103）It is connected, the perpendicular strut（1103）With singletree（1101）It is connected Connect.
- A kind of 2. concrete complex building of steel meshwork framework according to claim 1, it is characterised in that：The side load-bearing pillar （6）Provided with 4.
- A kind of 3. concrete complex building of steel meshwork framework according to claim 1, it is characterised in that：The side load-bearing pillar （6）For cylinder.
- A kind of 4. concrete complex building of steel meshwork framework according to claim 1, it is characterised in that：The angle load-bearing pillar （7）For rectangle.
- A kind of 5. concrete complex building of steel meshwork framework according to claim 1, it is characterised in that：Basic unit's coagulating layer One（8）4 angles respectively with 1 angle load-bearing pillar（7）It is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720360183.7U CN206737114U (en) | 2017-04-07 | 2017-04-07 | A kind of concrete complex building of steel meshwork framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720360183.7U CN206737114U (en) | 2017-04-07 | 2017-04-07 | A kind of concrete complex building of steel meshwork framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737114U true CN206737114U (en) | 2017-12-12 |
Family
ID=60559671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720360183.7U Expired - Fee Related CN206737114U (en) | 2017-04-07 | 2017-04-07 | A kind of concrete complex building of steel meshwork framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737114U (en) |
-
2017
- 2017-04-07 CN CN201720360183.7U patent/CN206737114U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 Termination date: 20190407 |
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| CF01 | Termination of patent right due to non-payment of annual fee |