CN206737183U - The outer page board fabricated shear wall of lightweight - Google Patents
The outer page board fabricated shear wall of lightweight Download PDFInfo
- Publication number
- CN206737183U CN206737183U CN201720250422.3U CN201720250422U CN206737183U CN 206737183 U CN206737183 U CN 206737183U CN 201720250422 U CN201720250422 U CN 201720250422U CN 206737183 U CN206737183 U CN 206737183U
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- Prior art keywords
- tension member
- lightweight
- wallboard
- glass fiber
- concrete
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Abstract
The outer page board fabricated shear wall of lightweight, include the extruded sheet that surface of wall is fixed on by tack coat, the outer layer of extruded sheet is provided with the outer page wallboard of lightweight concrete, and the outside of the outer page wallboard of lightweight concrete is provided with page wallboard in normal concrete；The outer page wallboard of lightweight concrete is provided with the through hole run through, is provided with glass fibre tension member in through hole, one end of glass fibre tension member is connected to page wallboard, the other end in normal concrete and is connected to extruded sheet；The outside of page wallboard is provided with finish coat in normal concrete.The utility model is the outer page wallboard fabricated shear wall of lightweight lightweight concrete developed for the requirement of assembled architecture outer shear wall, and it can reduce the weight of outer shear wall.Meet the intensity requirement of wall, reduce the usage quantity of connector, reduce the production cost of Side fascia, increase the security of wall.
Description
Technical field
Construction engineering technical field is the utility model is related to, the outer page board fabricated shear wall of especially a kind of lightweight.
Background technology
Existing fabricated shear wall prefabricated component typically uses the material of normal concrete page board as inside and outside, according to wallboard
Structure design, outer page board be by connector inside and outside page board link together, the power that connector undertakes herein shares:Pressure
Power, the external force such as the shearing of outer page board application and earthquake.Wherein shearing is most important power, and the applying person sheared is exactly outer page board
Deadweight, so the weight for mitigating outer page board is a feasible method, the utility model is exactly replaced with lightweight aggregate concrete
Normal concrete realizes loss of weight, so as to reduce the shearing that connector is born, reaches the usage quantity for reducing connector and reduces into
This purpose.Existing connector mainly undertakes and sheared caused by outer page board deadweight, according to the Distribution Principle of power, the company of being horizontally mounted
Fitting, the usage quantity of connector will necessarily be increased, causes cost to increase.The thermal conductivity factor of normal concrete is larger, and lightweight
The thermal conductivity factor of concrete is smaller.
Utility model content
In order to solve above-mentioned problems of the prior art, the utility model provides a kind of outer page board assembled of lightweight and cut
Power wall.
Technical scheme is used by the utility model solves its technical problem：
The outer page board fabricated shear wall of lightweight, includes the extruded sheet that surface of wall is fixed on by tack coat, described to squeeze
The outer layer of mould plate is provided with the outer page wallboard of lightweight concrete, and the outside of the outer page wallboard of lightweight concrete is provided with page wall in normal concrete
Plate；The outer page wallboard of the lightweight concrete is provided with the through hole run through, and glass fibre tension member, the glass are provided with the through hole
One end of glass fiber tension member is connected to page wallboard, the other end in normal concrete and is connected to extruded sheet；The normal concrete
The outside of interior page wallboard is provided with finish coat.
The utility model also has following additional technical feature：
Further specifically optimize as this programme, the glass fibre tension member includes special glass fiber tension member
With simple glass fiber tension member, special glass fiber tension member and simple glass the fiber tension member is in be spaced apart.
Further specifically optimize as this programme, the top and bottom of page wallboard are provided with ladder in the normal concrete
The protuberance of shape；The top and bottom of the outer page wallboard of the lightweight concrete are provided with trapezoidal depressed part；The protuberance and
The shape of the depressed part cooperates.
Further specifically optimize as this programme, the simple glass fiber tension member is provided with three rows, the special glass
Glass fiber tension member is provided with two rows, and the special glass fiber tension member is located in the adjacent simple glass fiber tension member
Portion.
Further specifically optimize as this programme, the simple glass fiber tension member is in parallel distribution；It is described special
The glass fibre tension member angle diagonally disposed, oblique according to the main connection Impact direction of page wallboard outside the lightweight concrete
For 45 ± 5 degree.
Further specifically optimize as this programme, both ends and the reinforced mesh anchoring of the glass fibre tension member connect
Connect.
Compared to the prior art the utility model, the advantage is that：
The utility model is the outer page board fabricated shear wall of lightweight developed for the requirement of assembled architecture outer shear wall,
It can reduce the weight of outer shear wall, and the unit weight of lightweight aggregate concrete is generally every cube of 1200-1800kg.And common coagulation
The unit weight of soil is generally every cube of 2400kg, at least reduces 30%.Meet the intensity requirement of wall simultaneously, reduce connector
Usage quantity, the production cost of Side fascia is reduced, increase the security of wall.Due to page wallboard outside lightweight aggregate lightweight concrete
Unit weight reduces, and thermal conductivity factor reduces, the thickness of reduction heat-insulation layer that can be suitably.Glass fibre drawknot is installed according to loading characteristic
Part can effectively reduce the usage quantity of connector, reduce production cost.
Additional aspect and advantage of the present utility model will be set forth in part in the description, partly by from following description
In become obvious, or by it is of the present utility model practice recognize.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the 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 the utility model overall structure diagram；
Fig. 2 is the utility model partial structural diagram；
Description of reference numerals：
Special glass fiber tension member 1；Simple glass fiber tension member 2；Page wallboard 3 in normal concrete；Extruded sheet 4；
The outer page wallboard 5 of lightweight concrete；Finish coat 6；Tack coat 7；Protuberance 8；Depressed part 9；Wall 10.
Embodiment
The exemplary embodiment of the disclosure is more fully described below with reference to accompanying drawings.Although the disclosure is shown in accompanying drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the disclosure without should be by embodiments set forth here
Limited.On the contrary, these embodiments are provided to facilitate a more thoroughly understanding of the present invention, and can be by the scope of the present disclosure
Completely it is communicated to those skilled in the art.
In description of the present utility model, it is to be understood that term " longitudinal direction ", " transverse direction ", " on ", " under ", " preceding ",
The orientation or position relationship of the instruction such as " rear ", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on
Orientation shown in the drawings or position relationship, it is for only for ease of description the utility model, rather than instruction or the dress for implying meaning
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.
The outer page board fabricated shear wall of lightweight, includes the extruded sheet 4 that the surface of wall 10 is fixed on by tack coat 7, squeezes
The outer layer of mould plate 4 is provided with the outer page wallboard 5 of lightweight concrete, and the outside of the outer page wallboard 5 of lightweight concrete is provided with normal concrete
Page wallboard 3.The outer page wallboard 5 of lightweight concrete is provided with the through hole run through, and glass fibre tension member, glass fibre are provided with through hole
One end of tension member is connected to page wallboard 3, the other end in normal concrete and is connected to extruded sheet 4.Page wallboard 3 in normal concrete
Outside be provided with finish coat 6.
Glass fibre tension member includes special glass fiber tension member 1 and simple glass fiber tension member 2, special glass
Fiber tension member 1 and simple glass fiber tension member 2 are in be spaced apart.Simple glass fiber tension member 2 is provided with three rows, special glass
Glass fiber tension member 1 is provided with two rows, and special glass fiber tension member 1 is located at the middle part of adjacent simple glass fiber tension member 2.It is general
Logical glass fibre tension member 2 is in parallel distribution；Special glass fiber tension member 1 according to outside lightweight concrete page wallboard 5 it is main
Connection Impact direction is diagonally disposed, and oblique angle is 45 ± 5 degree.
The top and bottom of page wallboard 3 are provided with trapezoidal protuberance 8 in normal concrete；The outer page wallboard of lightweight concrete
5 top and bottom are provided with trapezoidal depressed part 9；The shape of protuberance 8 and depressed part 9 cooperates.Such design is just
When installation, first the protuberance 8 of page wallboard 3 in normal concrete is embedded in the depressed part 9 of page wallboard 5 outside lightweight concrete
Portion, it is easy to position, while save trouble and labor.
The outer page wallboard 5 of lightweight concrete of the present utility model does not undertake the pressure of building structure, and reduction that can be appropriate is light
The intensity of the outer page wallboard 5 of matter concrete.Composition material by the use of lightweight aggregate concrete as page wallboard 5 outside lightweight concrete.Suitably
Reduce the thickness 1cm of heat-insulation layer.Change the mounting means of connector, original connector is the horizontal direction cloth along wall
Put, be changed to now along the diagonally disposed of wall, connector glass fibre tension member, the both ends of glass fibre tension member and steel
Muscle mesh sheet anchor connection.
While there has been shown and described that embodiment of the present utility model, it will be understood by those skilled in the art that：
These embodiments can be carried out with a variety of changes, modification in the case where not departing from principle and objective of the present utility model, replaced
And modification, the scope of the utility model are limited by claim and its equivalent.
Claims (6)
1. the outer page board fabricated shear wall of lightweight, it is characterised in that include and pass through tack coat（7）It is fixed on wall（10）Surface
Extruded sheet（4）, the extruded sheet（4）Outer layer be provided with the outer page wallboard of lightweight concrete（5）, the outer page wallboard of lightweight concrete
（5）Outside be provided with normal concrete in page wallboard（3）；The outer page wallboard of the lightweight concrete（5）The through hole run through is provided with,
Glass fibre tension member is provided with the through hole, one end of the glass fibre tension member is connected to page wallboard in normal concrete
（3）, the other end be connected to extruded sheet（4）；Page wallboard in the normal concrete（3）Outside be provided with finish coat（6）.
2. the outer page board fabricated shear wall of lightweight according to claim 1, it is characterised in that the glass fibre tension member
Include special glass fiber tension member（1）With simple glass fiber tension member（2）, the special glass fiber tension member（1）
With simple glass fiber tension member（2）In being spaced apart.
3. the outer page board fabricated shear wall of lightweight according to claim 1, it is characterised in that page in the normal concrete
Wallboard（3）Top and bottom be provided with trapezoidal protuberance（8）；The outer page wallboard of the lightweight concrete（5）Top and bottom
Portion is provided with trapezoidal depressed part（9）；The protuberance（8）With the depressed part（9）Shape cooperate.
4. the outer page board fabricated shear wall of lightweight according to claim 2, it is characterised in that the simple glass fiber is drawn
Tie part（2）Provided with three rows, the special glass fiber tension member（1）Provided with two rows, the special glass fiber tension member（1）If
In the adjacent simple glass fiber tension member（2）Middle part.
5. the outer page board fabricated shear wall of lightweight according to claim 2, it is characterised in that the simple glass fiber is drawn
Tie part（2）In parallel distribution；The special glass fiber tension member（1）According to page wallboard outside the lightweight concrete（5）Master
Connect that Impact direction is diagonally disposed, oblique angle is 45 ± 5 degree.
6. the outer page board fabricated shear wall of lightweight according to claim 1, it is characterised in that the glass fibre tension member
Both ends and reinforced mesh anchor connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720250422.3U CN206737183U (en) | 2017-03-15 | 2017-03-15 | The outer page board fabricated shear wall of lightweight |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720250422.3U CN206737183U (en) | 2017-03-15 | 2017-03-15 | The outer page board fabricated shear wall of lightweight |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737183U true CN206737183U (en) | 2017-12-12 |
Family
ID=60557774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720250422.3U Expired - Fee Related CN206737183U (en) | 2017-03-15 | 2017-03-15 | The outer page board fabricated shear wall of lightweight |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737183U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149815A (en) * | 2018-01-31 | 2018-06-12 | 山东海龙建筑科技有限公司 | A kind of image decorating wall and its production method |
| CN110905153A (en) * | 2019-11-15 | 2020-03-24 | 土上（北京）建筑设计咨询有限公司 | Rammed-earth decorative plate and manufacturing method thereof |
| CN112282196A (en) * | 2020-10-16 | 2021-01-29 | 合力建设有限公司 | Prefabricated wall component and manufacturing method and assembling method thereof |
-
2017
- 2017-03-15 CN CN201720250422.3U patent/CN206737183U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149815A (en) * | 2018-01-31 | 2018-06-12 | 山东海龙建筑科技有限公司 | A kind of image decorating wall and its production method |
| CN110905153A (en) * | 2019-11-15 | 2020-03-24 | 土上（北京）建筑设计咨询有限公司 | Rammed-earth decorative plate and manufacturing method thereof |
| CN112282196A (en) * | 2020-10-16 | 2021-01-29 | 合力建设有限公司 | Prefabricated wall component and manufacturing method and assembling method thereof |
| CN112282196B (en) * | 2020-10-16 | 2022-01-11 | 合力建设有限公司 | Prefabricated wall component and manufacturing method and assembling method thereof |
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Legal Events
| 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: 20171212 Termination date: 20190315 |