CN206267354U - A kind of quick assembling is molded combined wall - Google Patents
A kind of quick assembling is molded combined wall Download PDFInfo
- Publication number
- CN206267354U CN206267354U CN201621319790.0U CN201621319790U CN206267354U CN 206267354 U CN206267354 U CN 206267354U CN 201621319790 U CN201621319790 U CN 201621319790U CN 206267354 U CN206267354 U CN 206267354U
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- steel pipe
- component
- cushion cap
- support post
- wall
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Abstract
The utility model discloses a kind of quick assembling shaping combined wall, including anchoring supporting member, support post component, foundation wall component；Support post component and foundation wall component are installed in anchoring supporting member；1 support post component is installed between two neighboring foundation wall component；Anchoring supporting member includes cushion cap and anchor rib；Anchor rib is installed on cushion cap lower section, is connected with cushion cap；Support post component includes supporting steel pipe and is installed on the U-shaped steel of supporting steel pipe both sides；Foundation wall component both sides are arranged in two stopper slots respectively.It is main body that the utility model uses steel construction, while avoiding using concrete or cement as the coagulating agent between materials for wall, the building cycle for substantially reducing has the advantages that sound construction, anti-seismic performance are good, speed of application is fast, material recoverable.
Description
Technical field
The utility model is related to building field, more particularly to a kind of quick assembling shaping combined wall.
Background technology
Compared with traditional reinforced concrete structure, steel construction has that environmental protection, anti-seismic performance are good, speed of application is fast,
The features such as material recoverable.With developing rapidly for national economy, China's output of steel has leapt to the first in the world, domestic steel knot
Structure industry is also rapidly developed.But compared with developed countries, to account for the proportion of output of steel still substantially relatively low for China's steel building,
Meanwhile, China's building structure is in energy-saving (recyclable), industrialized production, consortium's operation, the standardization of products, series
The aspects such as change, generalization still suffer from obvious gap.China is in industrialization and urbanization Rapid development stage, year project construction
Quantities is huge, and resource consumption is serious, and environmental degradation pressure is huge, Development of Green Building be listed in country long-term science and
Preferential theme in technical development plan outline in major fields, therefore, greatly develop steel building and meet basic state of China
Feelings, to economizing on resources and the energy, reduce environmental pollution, promote social sustainable development significant, while being also to speed up
China's architectural industrialization, an industrialized effective way.
Meanwhile, the cracking event of recent new building wall happens occasionally, and is primarily due to construction cycle is short,
In building course, the material such as concrete or cement can produce plastic shrinkage, if not allowing the materials such as concrete or cement to pass through
, easily there is wall crazing in prolonged setting, monoblock wall is even resulted in when serious and is collapsed.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of quick assembling is molded combined wall.This practicality is new
Type is solved in traditional wall building course based on steel construction, and long construction period, wall are easy to crack, poor seismic behavior, material
The low problem of material recovery utilization rate.
To reach above-mentioned purpose, the technical solution of the utility model is as follows：A kind of quick assembling is molded combined wall, including
Anchoring supporting member, support post component, foundation wall component；The support post component and the foundation wall component are installed
In in the anchoring supporting member；1 support post component is installed between the two neighboring foundation wall component；The anchor
Clamped bearing member includes cushion cap and anchor rib；The cushion cap inside is steel structure framework, outside casting concrete；The anchor rib
The cushion cap lower section is installed on, is connected with the cushion cap；The support post component includes supporting steel pipe and is installed on the branch
The U-shaped steel of support steel pipe both sides；The supporting steel pipe lower section is connected with the cushion cap；The U-shaped steel is welded on the support vertically
Steel pipe both sides, and the stopper slot being vertically arranged is formed in the supporting steel pipe both sides；Block respectively the foundation wall component both sides
In two stopper slots；The foundation wall component includes common brick, fastener, connector；The connector is U-shaped knot
Structure, two a pair；Common brick described in the polylith being stacked is filled between the connector being arranged in pairs；The fastener peace
Loaded on the connection between the connector being arranged in pairs, making the connector being arranged in pairs closely sandwich to be arranged in pairs
Common brick between part.
Preferably, the common brick is eight or five bricks or 95 bricks.
Preferably, 3-8 block common bricks are filled between the connector being arranged in pairs.
Preferably, the supporting steel pipe center is provided with reinforcement；The inwall of the supporting steel pipe is provided with foamed cotton layer；
Concrete is filled between the reinforcement and foamed cotton layer.
Preferably, the height of the combined wall individual layer is no more than 8 meters.
By above-mentioned technical proposal, the beneficial effect of technical solutions of the utility model is：The utility model uses steel construction
It is main body, while avoiding using concrete or cement as the coagulating agent between materials for wall, the building cycle for substantially reducing, tool
Have the advantages that sound construction, anti-seismic performance are good, speed of application is fast, material recoverable.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is schematic cross-section of the present utility model.
Numeral and the corresponding component title represented by letter in figure：
1. the supporting steel pipe of 2. anchor rib of cushion cap 3.
The common brick of 5. connector of 4.U shapes steel 6.
7. the foamed cotton layer of 8. reinforcement of fastener 9.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Embodiment
With reference to Fig. 1, Fig. 2, the utility model discloses a kind of quick assembling shaping combined wall, including anchoring supporting structure
Part, support post component, foundation wall component；Support post component and foundation wall component are installed in anchoring supporting member；
1 support post component is installed between two neighboring foundation wall component；Anchoring supporting member includes cushion cap 1 and anchor rib 2；
The inside of cushion cap 1 is steel structure framework, outside casting concrete；Anchor rib 2 is installed on the lower section of cushion cap 1, is connected with cushion cap 1；Support
Column component includes supporting steel pipe 3 and is installed on the U-shaped steel 4 of the both sides of supporting steel pipe 3；The lower section of supporting steel pipe 3 is connected with cushion cap 1；U
Shape steel 4 is welded on the both sides of supporting steel pipe 3 vertically, and the stopper slot being vertically arranged is formed in the both sides of supporting steel pipe 3；Foundation wall structure
Part both sides are arranged in two stopper slots respectively；Foundation wall component includes common brick 6, fastener 7, connector 5；Connector 5 is U
Shape structure, two a pair；The polylith common brick 6 being stacked is filled between the connector 5 being arranged in pairs；Common brick 6 is preferably eight
Five bricks or 95 bricks, the common brick 6 loaded between the connector 5 being arranged in pairs are preferably 3-8 blocks, and quantity is excessively easily caused wall and resists
Direct impact strength reduction.Fastener 7 is installed between the connector 5 being arranged in pairs, and the connector 5 being arranged in pairs closely is wrapped
Common brick 6 between the connector 5 that folder is arranged in pairs.
In order to further improve the intensity of supporting steel pipe 3, so as to improve the intensity of integral wall, the center of supporting steel pipe 3 can
To install reinforcement 8；The inwall of supporting steel pipe 3 is provided with foamed cotton layer 9；Coagulation is filled between reinforcement 8 and foamed cotton layer 9
Soil.In order to ensure compliance with the bulk strength of wall, the height of combined wall individual layer preferably no more than 8 meters, generally building individual layer
Highly generally 3-4 meters or so, so the utility model meets most of building requirements.
When the utility model is constructed, directly it is connected with ground by anchoring supporting member, can be riveted using reinforcing bar,
Outside casting concrete is reinforced；By the way of pre-buried, the pre-buried depth of supporting member can also be anchored in more than 30cm,
Then filled by filling concrete.The utility model is because in support post component, the work progress of foundation wall component
Concrete is not used as coagulated material, therefore in the absence of plastic shrinkage problem, the more traditional mode of construction period is at least saved
Half the time.
By above-mentioned specific embodiment, the beneficial effects of the utility model are：It is main body that the utility model uses steel construction,
Avoid using concrete or cement as the coagulating agent between materials for wall, the building cycle for substantially reducing, with structure simultaneously
Firmly, anti-seismic performance is good, speed of application is fast, material recoverable the advantages of.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality
Type.Various modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can in other embodiments be realized in the case where spirit or scope of the present utility model are not departed from.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (5)
1. a kind of quick assembling is molded combined wall, it is characterised in that including anchoring supporting member, support post component, basis
Wall body construction；The support post component and the foundation wall component are installed in the anchoring supporting member；It is two neighboring
1 support post component is installed between the foundation wall component；The anchoring supporting member includes cushion cap and anchor rib；Institute
It is steel structure framework, outside casting concrete to state cushion cap inside；The anchor rib is installed on the cushion cap lower section, with the cushion cap
Connection；The support post component includes supporting steel pipe and is installed on the U-shaped steel of the supporting steel pipe both sides；The supporting steel pipe
Lower section is connected with the cushion cap；The U-shaped steel is welded on the supporting steel pipe both sides vertically, and in supporting steel pipe both sides shape
Into the stopper slot being vertically arranged；The foundation wall component both sides are arranged in two stopper slots respectively；The foot wall
Body component includes common brick, fastener, connector；The connector be U-shaped structure, two a pair；The connection being arranged in pairs
Common brick described in the polylith being stacked is filled between part；The fastener is installed between the connector being arranged in pairs,
Common brick between making the connector being arranged in pairs closely sandwich the connector being arranged in pairs.
2. quick assembling according to claim 1 is molded combined wall, it is characterised in that the common brick is eight or five bricks or nine
Five bricks.
3. quick assembling according to claim 1 is molded combined wall, it is characterised in that the connector being arranged in pairs
Between be filled with 3-8 block common bricks.
4. quick assembling according to claim 1 is molded combined wall, it is characterised in that install at the supporting steel pipe center
There is reinforcement；The inwall of the supporting steel pipe is provided with foamed cotton layer；Coagulation is filled between the reinforcement and foamed cotton layer
Soil.
5. quick assembling according to claim 1 is molded combined wall, it is characterised in that the height of the combined wall individual layer
Degree is no more than 8 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621319790.0U CN206267354U (en) | 2016-12-03 | 2016-12-03 | A kind of quick assembling is molded combined wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621319790.0U CN206267354U (en) | 2016-12-03 | 2016-12-03 | A kind of quick assembling is molded combined wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267354U true CN206267354U (en) | 2017-06-20 |
Family
ID=59042264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621319790.0U Active CN206267354U (en) | 2016-12-03 | 2016-12-03 | A kind of quick assembling is molded combined wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267354U (en) |
-
2016
- 2016-12-03 CN CN201621319790.0U patent/CN206267354U/en active Active
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