CN206368460U - A kind of rigid styrofoam shock-resistant light-weight combined wall - Google Patents
A kind of rigid styrofoam shock-resistant light-weight combined wall Download PDFInfo
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- CN206368460U CN206368460U CN201621421106.XU CN201621421106U CN206368460U CN 206368460 U CN206368460 U CN 206368460U CN 201621421106 U CN201621421106 U CN 201621421106U CN 206368460 U CN206368460 U CN 206368460U
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- styrofoam
- wall
- fixedly connected
- shock
- rigid
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Abstract
The utility model is related to construction building technical field, and disclose a kind of rigid styrofoam shock-resistant light-weight combined wall, including wall, the outer surface of wall is provided with whitewashing receipts face, the inner chamber of wall is separately installed with styrofoam and concrete enhancement layer, and the outer surface of styrofoam has been fixedly connected with muscle expansion web, the inner chamber of styrofoam is equidistant to be fixedly connected with connection bar planting, the inner chamber of connection bar planting is fixedly connected by concrete dense-rib post, the inner chamber of concrete enhancement layer is provided with door opening, and supporting plate is fixedly connected with the top of door opening, both sides at the top of supporting plate are fixedly connected by connecting portion with the inwall at the top of wall.The rigid styrofoam shock-resistant light-weight combined wall, by styrofoam, whitewashing receipts face, there is using cooperatively for muscle expansion web and connection bar planting, wall structure is that built-in bilayer has muscle expansion web that styrofoam is clipped into centre, and be made up of vertical concrete rib post, the novel light wall body of face composition is received in two-sided whitewashing, can greatly improve the intensity of wall.
Description
Technical field
The utility model is related to construction building technical field, specially a kind of rigid styrofoam shock-resistant light-weight combined wall.
Background technology
Wall is the important component of building.Its effect is load-bearing, gone along with sb. to guard him or the compartment.Wall by wall by
Power situation and material are divided into load bearing wall and non-load bearing wall, are divided into solid wall, sintering hollow brick wall, rowlock wall by wall structure mode
And composite wall.
At present, intensity is not high in use for the existing wall of in the market, the feelings collapsed when stress is excessive easily occurs
Condition, the loss of property is caused to user, and the injures and deaths of personnel can be also caused when serious, so as to greatly reduce practicality, it is impossible to
Meet the demand of user.
Utility model content
(1) technical problem solved
In view of the shortcomings of the prior art, the utility model provides a kind of rigid styrofoam shock-resistant light-weight combined wall, tool
The advantages of standby intensity is high, solves the problem of intensity is not high easily to collapse.
(2) technical scheme
To realize the high purpose of above-mentioned intensity, the utility model provides following technical scheme：A kind of rigid styrofoam antidetonation is light
Matter combined wall, including wall, the outer surface of the wall is provided with whitewashing receipts face, and the inner chamber of the wall is separately installed with polyphenyl
Plate and concrete enhancement layer, and the outer surface of styrofoam has been fixedly connected with muscle expansion web, the inner chamber of the styrofoam is equidistant
Connection bar planting is fixedly connected with, the inner chamber of the connection bar planting is fixedly connected by concrete dense-rib post, the concrete is strengthened
The inner chamber of layer passes through connection provided with the both sides being fixedly connected with the top of door opening, and door opening at the top of supporting plate, the supporting plate
Portion is fixedly connected with the inwall at the top of wall.
It is preferred that, it is to have muscle expansion web to suppress rectangular and rectangle along muscle direction to connect at the reinforcement for having a muscle expansion web
It is colligation connection at mouthful.
It is preferred that, it is described to there is muscle expansion web to be vertical connection, and with vertically there is muscle expansion web formation rigid backbone.
It is preferred that, the styrofoam according to the thickness of wall from being adapted to model, and when installing styrofoam and styrofoam it
Between spacing be more than 6 centimetres.
It is preferred that, the width of the door opening is more than 1.5m, and door opening side, which adds one layer, muscle expansion web.
It is preferred that, filled at the joint filling of the styrofoam and constructional column from mortar gunite layer.
(3) beneficial effect
Compared with prior art, the utility model provide a kind of rigid styrofoam shock-resistant light-weight combined wall, possess with
Lower beneficial effect：
1st, the rigid styrofoam shock-resistant light-weight combined wall, by styrofoam, whitewashing receipts face, has muscle expansion web and connection to plant
Muscle is used cooperatively, and wall structure is that built-in bilayer has the muscle expansion web styrofoam is clipped into centre, and by vertical concrete rib post
Composition, it is vertical to have muscle expansion web rib, forms one by there is muscle expansion web to strengthen connection bar planting along wall longitudinal direction, two-sided whitewashing is received
The novel light wall body of face composition, so as to greatly improve the intensity of wall, can more stablize in use, so that
The demand of user can be met.
2nd, the rigid styrofoam shock-resistant light-weight combined wall, is made by the cooperation of mortar gunite layer and concrete enhancement layer
With can play a part of reinforcing to wall, while can also play a part of stable door opening, then pass through supporting plate and connecting portion
Use cooperatively, user can be allowed more to facilitate when the external world is docked with door opening, while door opening can more be stablized,
So as to effectively raise practicality.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the rigid styrofoam Light Wall structural map of the utility model；
Fig. 3 is the utility model right angle wall construction schematic diagram；
Fig. 4 is the utility model door door opening structural texture schematic diagram；
Fig. 5 is the utility model process chart.
In figure：There are muscle expansion web, 4 styrofoams, 5 connection bar plantings, 6 concrete dense-rib posts, 7 sand in 1 wall, 2 whitewashing receipts faces, 3
Starch gunite layer, 8 concrete enhancement layers, 9 door openings, 10 supporting plates, 11 connecting portions.
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 obtained, belongs to the scope of the utility model protection.
Fig. 1-5, a kind of rigid styrofoam shock-resistant light-weight combined wall, including wall 1 are referred to, wall 1 is by there is muscle expansion
Throw the net 3 installations, having muscle expansion web 3, vertically overlap joint is the superposition of adjacent V-groove, and the vertical lap of splice is no less than 50mm, and both sides have
The connection of muscle expansion web 3 and the longitudinally reinforced net of wall 1 should use galvanized wire colligation, fixing point between the upper and lower away from for 300mm~
Constant spacing is 200mm~250mm at 400mm, hole, and the outer surface of wall 1 is provided with whitewashing receipts face 2, after the completion of wall 1 is constructed
The sprinkling water curing no less than 3 days should be carried out, maintenance is no less than once daily, and the inner chamber of wall 1 is separately installed with styrofoam 4
With concrete enhancement layer 8, by styrofoam 4, whitewashing receipts face 2, there are using cooperatively for muscle expansion web 3 and connection bar planting 5, wall 1
Being configured to built-in bilayer has muscle expansion web 3 that styrofoam 4 is clipped into centre, and is made up of vertical concrete rib post 6, there is muscle expansion web
3 ribs are vertical, form one by there is muscle expansion web 3 to strengthen connection bar planting 5 along wall longitudinal direction, the new of the composition of face 2 is received in two-sided whitewashing
Type Light Wall 1, so as to greatly improve the intensity of wall 1, can more stablize, so as to meet in use
The demand of user, styrofoam 4 is connected the reserved spacing of connection bar planting 5 with shear wall and post and is no less than 5 centimetres, with beam and
Plate connection mortar gunite layer 7 is filled, and is filled out heart rib post and is fixed using connection bar planting 5, when meeting constructional column, reserved has muscle expansion
The length of net 3 is 20 centimetres, styrofoam 4 according to the thickness of wall 1 from being adapted to model, and when installing styrofoam 4 and styrofoam 4 it
Between spacing be more than 6 centimetres, and the outer surface of styrofoam 4 has been fixedly connected with muscle expansion web 3, at the reinforcement for having muscle expansion web 3
It is to have muscle expansion web 3 to suppress at rectangular and rectangular interface along muscle direction to be colligation connection, have muscle expansion web 3 vertically to connect
Connect, and with vertically there is the formation rigid backbone of muscle expansion web 3, the inner chamber of styrofoam 4 is equidistant to be fixedly connected with connection bar planting 5, gathers
Filled at the joint filling of benzene plate 4 and constructional column from mortar gunite layer 7, pass through matching somebody with somebody for mortar gunite layer 7 and concrete enhancement layer 8
Conjunction is used, and can play a part of reinforcing to wall 1, while can also play a part of stable door opening 9, then passes through supporting plate 10
With using cooperatively for connecting portion 11, user can be allowed more to facilitate when the external world is docked with door opening 9, while allowing door opening 9
Can more it stablize, so as to effectively raise practicality, the connection inner chamber of bar planting 5 is fixedly connected by concrete dense-rib post 6, is mixed
The inner chamber of solidifying soil enhancement layer 8 is provided with door opening 9, and door opening 9 is strengthened including vertical and laterally reinforcement, using rectangle or U-shaped has muscle expansion
Net 3 is strengthened, and door opening 9 is more than the wide reinforcements of 1.5m, and the side of door opening 9, which adds one layer, has muscle expansion web 3 to strengthen, and rectangle has muscle expansion, 3
It is 1mm~25mm to strengthen with the lateral distance of door opening 9, with tying up silk with vertically having muscle expansion web 3 to be connected, the door opening less than 1.2m
The ㎜ of 9 concealed beam end Ya Qiang≤200, the width of door opening 9 is more than the ㎜ of 1.2m ends Ya Qiang≤300, and the width of door opening 9 is more than 1.5m, door
The side of hole 9, which adds one layer, has muscle expansion web 3 to strengthen, and the top of door opening 9 is fixedly connected with supporting plate 10, the top of supporting plate 10
Both sides are fixedly connected by connecting portion 11 with the inwall at the top of wall 1.
In summary, the rigid styrofoam shock-resistant light-weight combined wall, by styrofoam 4, whitewashing receipts face 2, has muscle expansion
Net 3 is used cooperatively with connection bar planting 5, and wall 1, which is configured to built-in bilayer, has muscle expansion web 3 that styrofoam 4 is clipped into centre, and
It is made up of vertical concrete rib post 6, it is vertical to have the rib of muscle expansion web 3, along wall longitudinal direction by there is muscle expansion web 3 to strengthen connecting bar planting
5 form one, and two-sided whitewashing is received the novel light wall body 1 that face 2 is constituted, so as to greatly improve the intensity of wall 1, used
During can more stablize, solve intensity not high easily the problem of collapse.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or deposited between operating
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability is included, so that process, method, article or equipment including a series of key elements not only will including those
Element, but also other key elements including being not expressly set out, or also include being this process, method, article or equipment
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Also there is other identical element in process, method, article or equipment including the key element.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of rigid styrofoam shock-resistant light-weight combined wall, including wall (1), it is characterised in that：The appearance of the wall (1)
Face is separately installed with styrofoam (4) and concrete enhancement layer (8) provided with whitewashing receipts face (2), the inner chamber of the wall (1), and poly-
The outer surface of benzene plate (4) has been fixedly connected with muscle expansion web (3), the equidistant company of being fixedly connected with inner chamber of the styrofoam (4)
Muscle (5) is grafted, the inner chamber of the connection bar planting (5) is fixedly connected by concrete dense-rib post (6), the concrete enhancement layer
(8) inner chamber is provided with the top of door opening (9), and door opening (9) and is fixedly connected with the top of supporting plate (10), the supporting plate (10)
Both sides are fixedly connected by connecting portion (11) with the inwall at the top of wall (1).
2. a kind of rigid styrofoam shock-resistant light-weight combined wall according to claim 1, it is characterised in that：It is described to have muscle expansion
Throw the net (3) reinforcement at be have muscle expansion web (3) along muscle direction suppress rectangular and rectangular interface at for colligation connection.
3. a kind of rigid styrofoam shock-resistant light-weight combined wall according to claim 1, it is characterised in that：It is described to have muscle expansion
Throw the net (3) be vertical connection, and with vertically there is muscle expansion web (3) formation rigid backbone.
4. a kind of rigid styrofoam shock-resistant light-weight combined wall according to claim 1, it is characterised in that：The styrofoam
(4) selected according to the thickness of wall (1) and be adapted to model, and spacing when installing between styrofoam (4) and styrofoam (4) is more than 6
Centimetre.
5. a kind of rigid styrofoam shock-resistant light-weight combined wall according to claim 1, it is characterised in that：The door opening
(9) width is more than 1.5m, and door opening (9) side, which adds one layer, muscle expansion web (3).
6. a kind of rigid styrofoam shock-resistant light-weight combined wall according to claim 1, it is characterised in that：The styrofoam
(4) filled at joint filling and constructional column from mortar gunite layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621421106.XU CN206368460U (en) | 2016-12-23 | 2016-12-23 | A kind of rigid styrofoam shock-resistant light-weight combined wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621421106.XU CN206368460U (en) | 2016-12-23 | 2016-12-23 | A kind of rigid styrofoam shock-resistant light-weight combined wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206368460U true CN206368460U (en) | 2017-08-01 |
Family
ID=59392608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621421106.XU Expired - Fee Related CN206368460U (en) | 2016-12-23 | 2016-12-23 | A kind of rigid styrofoam shock-resistant light-weight combined wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206368460U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585526A (en) * | 2021-08-27 | 2021-11-02 | 湖南鸿云杭萧绿建科技有限公司 | Light heat-insulating wall with excellent plasticity |
-
2016
- 2016-12-23 CN CN201621421106.XU patent/CN206368460U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585526A (en) * | 2021-08-27 | 2021-11-02 | 湖南鸿云杭萧绿建科技有限公司 | Light heat-insulating wall with excellent plasticity |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170801 Termination date: 20211223 |