CN203361404U - Wall body structure inclined vertically - Google Patents

Wall body structure inclined vertically Download PDF

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Publication number
CN203361404U
CN203361404U CN 201320307559 CN201320307559U CN203361404U CN 203361404 U CN203361404 U CN 203361404U CN 201320307559 CN201320307559 CN 201320307559 CN 201320307559 U CN201320307559 U CN 201320307559U CN 203361404 U CN203361404 U CN 203361404U
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CN
China
Prior art keywords
concrete
wall
wall body
body structure
aerated
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.)
Expired - Fee Related
Application number
CN 201320307559
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Chinese (zh)
Inventor
陈俊
周曹国
阮晶
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN 201320307559 priority Critical patent/CN203361404U/en
Application granted granted Critical
Publication of CN203361404U publication Critical patent/CN203361404U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to the field of building wall body structures, in particular to a wall body structure inclined vertically. The wall body structure inclined vertically comprises a bottom concrete base and a top concrete beam, and is characterized by further comprising aerated concrete wall plates, connection steel plates, sealant, hook bolts and expansion bolts, wherein the aerated concrete wall plates, the connection steel plates, the sealant, the hook bolts and the expansion bolts are in the middle. The aerated concrete wall plates are located between the bottom concrete base and the top concrete beam; the inner sides of the aerated concrete wall plates are fixedly connected with the bottom concrete base and the top concrete beam through the connection of the connection of the steel plates, the expansion bolts and the hook bolts; the sealant is arranged in the joint position. Therefore, a 45-degree to 90-degree inclined wall structure can be achieved, the wall body structure inclined vertically is low in manufacturing cost and the strength of the wall body structure inclined vertically is guaranteed.

Description

The wall structure of vertical inclination
Technical field
The utility model relates to construction wall structure field, is specially a kind of wall structure of vertical inclination.
Background technology
Nowadays, in increasing irregular building, often have the infilled wall of inclination etc., and conventional masonry structure is limited to the up rightness requirement, can't meet the structure of similar inclined wall.Often can only solve by curtain wall, not only strength of wall body is limited and improved building costs.
Summary of the invention
The purpose of this utility model is, provides a kind of in the situation that can't use the wall body structure of the vertical inclination that the building materials commonly used such as brick, building block are built by laying bricks or stones, and it is with low cost, intensity is reliable.
In order to achieve the above object, the utility model is achieved in that
A kind of wall structure of vertical inclination, it comprises bottom cast concrete base, top concrete beam, also comprises middle part Aerated Concrete wallboard, junction steel plate, fluid sealant, gib headed bolt, expansion bolt; The Aerated Concrete wallboard is between bottom cast concrete base and top concrete beam; The Aerated Concrete wallboard inboard with bottom cast concrete base, top concrete beam between by being fixedly connected with junction steel plate and being connected of expansion bolt, gib headed bolt, seam crossing is provided with fluid sealant.
The wall structure of described vertical inclination, also comprise PE glue rod, and described PE glue rod is embedded in the outer side seams of Aerated Concrete wallboard and bottom cast concrete base and top concrete beam.
The utility model adopts above-mentioned structure, can meet the sloping core structure of 45 ° ~ 90 ° of angles, and simultaneously cheap for manufacturing cost, intensity is secure.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is partial enlarged drawing of the present utility model.
The specific embodiment
Below further illustrate the utility model by specific embodiment.
As shown in Figure 1 and Figure 2, a kind of wall structure of vertical inclination, it comprises bottom cast concrete base 1, top concrete beam 7, also comprises middle part Aerated Concrete wallboard 8, junction steel plate 4, fluid sealant 6, gib headed bolt 5, expansion bolt 3; Aerated Concrete wallboard 8 is between bottom cast concrete base 1 and top concrete beam 7; Aerated Concrete wallboard 8 inboard with bottom cast concrete base 1, top concrete beam 7 between by junction steel plate 4 with are fixedly connected with expansion bolt 3, being connected of gib headed bolt 5, seam crossing is provided with fluid sealant 6.
The wall structure of described vertical inclination, also comprise PE glue rod 2, and described PE glue rod 2 is embedded in the outer side seams of Aerated Concrete wallboard 8 and bottom cast concrete base 1 and top concrete beam 7.
The utility model adopts above-mentioned structure, and the length of single face body of wall is in 6 meters the time, and the strength of wall body maximum, can realize best force status, meets the sloping core structure of 45 ° ~ 90 ° of angles, and simultaneously cheap for manufacturing cost, intensity is secure.

Claims (2)

1. the vertical wall structure tilted, it comprises bottom cast concrete base, top concrete beam, it is characterized in that: also comprise middle part Aerated Concrete wallboard, junction steel plate, fluid sealant, gib headed bolt, expansion bolt; The Aerated Concrete wallboard is between bottom cast concrete base and top concrete beam; The Aerated Concrete wallboard inboard with bottom cast concrete base, top concrete beam between by being fixedly connected with junction steel plate and being connected of expansion bolt, gib headed bolt, seam crossing is provided with fluid sealant.
2. the wall structure of vertical inclination according to claim 1, it is characterized in that: also comprise PE glue rod, described PE glue rod is embedded in the outer side seams of Aerated Concrete wallboard and bottom cast concrete base and top concrete beam.
CN 201320307559 2013-05-31 2013-05-31 Wall body structure inclined vertically Expired - Fee Related CN203361404U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320307559 CN203361404U (en) 2013-05-31 2013-05-31 Wall body structure inclined vertically

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320307559 CN203361404U (en) 2013-05-31 2013-05-31 Wall body structure inclined vertically

Publications (1)

Publication Number Publication Date
CN203361404U true CN203361404U (en) 2013-12-25

Family

ID=49809191

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320307559 Expired - Fee Related CN203361404U (en) 2013-05-31 2013-05-31 Wall body structure inclined vertically

Country Status (1)

Country Link
CN (1) CN203361404U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967277A (en) * 2014-05-21 2014-08-06 中国建筑第八工程局有限公司 Construction method of super-high-rise core tube inclined shear wall
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN107130707A (en) * 2017-04-18 2017-09-05 清华大学建筑设计研究院有限公司 A kind of new sloping core of equal thickness

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967277A (en) * 2014-05-21 2014-08-06 中国建筑第八工程局有限公司 Construction method of super-high-rise core tube inclined shear wall
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN106223516B (en) * 2016-09-08 2019-04-05 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN107130707A (en) * 2017-04-18 2017-09-05 清华大学建筑设计研究院有限公司 A kind of new sloping core of equal thickness

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C14 Grant of patent or utility model
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: 20131225