CN103899007A - Land-subsidence-resistant multilayer brick wall - Google Patents

Land-subsidence-resistant multilayer brick wall Download PDF

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Publication number
CN103899007A
CN103899007A CN201210582361.2A CN201210582361A CN103899007A CN 103899007 A CN103899007 A CN 103899007A CN 201210582361 A CN201210582361 A CN 201210582361A CN 103899007 A CN103899007 A CN 103899007A
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China
Prior art keywords
wall
subsidence
earth subsidence
interior wall
land
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Granted
Application number
CN201210582361.2A
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Chinese (zh)
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CN103899007B (en
Inventor
聂圣哲
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Tecsun Suzhou Homes Co Ltd
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Tecsun Suzhou Homes Co Ltd
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Priority to CN201210582361.2A priority Critical patent/CN103899007B/en
Publication of CN103899007A publication Critical patent/CN103899007A/en
Application granted granted Critical
Publication of CN103899007B publication Critical patent/CN103899007B/en
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Abstract

The invention relates to a land-subsidence-resistant multilayer brick wall which comprises an interior wall body. A decorative exterior wall with a brick face is connected to the outer surface of the interior wall body by connecting fastening assemblies, and land-subsidence-resistant split-level gaps are reserved between the interior wall body and the decorative exterior wall with the brick face. The land-subsidence-resistant multilayer brick wall has the advantages that the interior wall body and the decorative exterior wall with the brick face can form two independent, connected and correlated components owing to the connecting fastening assemblies, accordingly, the decorative exterior wall with the brick face can internally properly descend when land subsidence within a reasonable range occurs, stress can be absorbed, influence on the integral interior wall body can be prevented, and skewing and cracking of the integral wall can be assuredly prevented; the land-subsidence-resistant multilayer brick wall is simple in integral structure and easy to popularize and apply to the building field.

Description

Anti-earth subsidence formula layer brick body of wall
Technical field
The present invention relates to a kind of body of wall, relate in particular to a kind of anti-earth subsidence formula layer brick body of wall.
Background technology
With regard to existing building field, be accompanied by the appearance of highrise building, especially dwindling and the variation of soil property and groundwater storage of spacing, all can bring the situation of surface depression.Although be much normal range (NR), for the construction wall of cement structure, tend to, because sinking has appearred in basic unit, cause its stress bearing to change, occur sinking or crooked, serious appearance cracking, affect overall construction quality.
Summary of the invention
Object of the present invention is exactly in order to solve the above-mentioned problems in the prior art, and a kind of anti-earth subsidence formula layer brick body of wall is provided.
Object of the present invention is achieved through the following technical solutions:
Anti-earth subsidence formula layer brick body of wall, includes interior wall body, wherein: described this external surface of interior wall is connected with brick face decorative exterior wall by being connected fastening assembly, is provided with anti-earth subsidence staggered floor gap between described interior wall body and brick face decorative exterior wall.
Further, above-mentioned anti-earth subsidence formula layer brick body of wall, wherein: described linking fastening assembly includes joining piece, between described joining piece, is provided with connecting rod, on described joining piece, be provided with fastening bolt, the linking port of described fastening bolt is connected into interior wall body.
Further, above-mentioned anti-earth subsidence formula layer brick body of wall, wherein: between described joining piece and connecting rod, be provided with regulating shaft.
Further, above-mentioned anti-earth subsidence formula layer brick body of wall, wherein: on described connecting rod, be longitudinally connected with vertically-guided bar.
Further, above-mentioned anti-earth subsidence formula layer brick body of wall, wherein: described anti-earth subsidence staggered floor gap is 2-5 centimetre.
Again further, above-mentioned anti-earth subsidence formula layer brick body of wall, wherein: in described anti-earth subsidence staggered floor gap, be provided with thermal insulation packing layer.
The advantage of technical solution of the present invention is mainly reflected in: rely on and be connected the existence of fastening assembly, can allow interior wall body and brick face decorative exterior wall form two not only separate but also have two associated parts of linking.Thus, in the time that the earth subsidence of zone of reasonableness occurs, inside allow brick face decorative exterior wall carry out suitable decline, absorb stress, can not form impact to whole interior wall body, guarantee that crooked cracking does not appear in whole body of wall.Meanwhile, unitary construction of the present invention is simple, is easy to apply in building field.
Brief description of the drawings
Object of the present invention, advantage and disadvantage, by for illustration and explanation the non-limitative illustration by preferred embodiment below.These embodiment are only the prominent examples of application technical solution of the present invention, and all technical schemes of taking to be equal to replacement or equivalent transformation and form, within all dropping on the scope of protection of present invention.
Fig. 1 is the organigram of anti-earth subsidence formula layer brick body of wall.
1 Interior wall body 2 Brick face decorative exterior wall
3 Joining piece 4 Connecting rod
5 Fastening bolt 6 Regulating shaft
7 Vertically-guided bar ? ?
Detailed description of the invention
Anti-earth subsidence formula layer brick body of wall as shown in Figure 1, includes interior wall body 1, and its unusual part is: interior wall body 1 external surface is connected with brick face decorative exterior wall 2 by being connected fastening assembly.Meanwhile, between interior wall body 1 and brick face decorative exterior wall 2, be provided with anti-earth subsidence staggered floor gap.Thus, can allow interior wall body 1 and brick face decorative exterior wall 2 form two separate parts, can carry out association by being connected fastening assembly simultaneously, ensure the global consistency of facade.In the time that the earth subsidence of zone of reasonableness occurs, inside allow brick face decorative exterior wall 2 carry out suitable decline, absorb stress, can not form impact to whole interior wall body 1, guarantee that crooked cracking does not appear in whole body of wall.
With regard to preferably embodiment of the present invention one, consider that construction is convenient, the linking fastening assembly of employing includes joining piece 3, is provided with connecting rod 4 between joining piece 3.Certainly, in order to allow joining piece 3 better be connected with interior wall body 1, there will not be unnecessary displacement or loosening, be provided with fastening bolt 5 on joining piece 3, the linking port of fastening bolt 5 is connected into interior wall body 1.
Further, consider the existence of rigging error, the impact bringing in order to reduce error is provided with regulating shaft 6 between joining piece 3 and connecting rod 4.The impact that constructor brings to standard size without concern error like this, can regulate at any time, guarantees that interior wall body 1 and the combination of brick face decorative exterior wall 2 meet standard, meet anti-earth subsidence staggered floor gap simultaneously and meet the requirements.
Again further, on connecting rod 4 of the present invention, be longitudinally connected with vertically-guided bar 7.Thus, can carry out suitable location to the position of connecting rod 4.
Certainly, consider the zone of reasonableness of earth subsidence geology deformation, anti-earth subsidence staggered floor gap is 2-5 centimetre.And, consider and promote overall heat insulation effect, meet environmental protection demand, in anti-earth subsidence staggered floor gap, be provided with thermal insulation packing layer.
Can find out by above-mentioned character express, adopt after the present invention, rely on the existence that is connected fastening assembly, can allow interior wall body and brick face decorative exterior wall form two not only separate but also have two associated parts of linking.Thus, in the time that the earth subsidence of zone of reasonableness occurs, inside allow brick face decorative exterior wall carry out suitable decline, absorb stress, can not form impact to whole interior wall body, guarantee that crooked cracking does not appear in whole body of wall.Meanwhile, unitary construction of the present invention is simple, is easy to apply in building field.

Claims (6)

1. anti-earth subsidence formula layer brick body of wall, includes interior wall body, it is characterized in that: described this external surface of interior wall is connected with brick face decorative exterior wall by being connected fastening assembly, is provided with anti-earth subsidence staggered floor gap between described interior wall body and brick face decorative exterior wall.
2. anti-earth subsidence formula layer brick body of wall according to claim 1, it is characterized in that: described linking fastening assembly includes joining piece, between described joining piece, be provided with connecting rod, on described joining piece, be provided with fastening bolt, the linking port of described fastening bolt is connected into interior wall body.
3. anti-earth subsidence formula layer brick body of wall according to claim 2, is characterized in that: between described joining piece and connecting rod, be provided with regulating shaft.
4. anti-earth subsidence formula layer brick body of wall according to claim 1, is characterized in that: on described connecting rod, be longitudinally connected with vertically-guided bar.
5. anti-earth subsidence formula layer brick body of wall according to claim 1, is characterized in that: described anti-earth subsidence staggered floor gap is 2-5 centimetre.
6. anti-earth subsidence formula layer brick body of wall according to claim 1, is characterized in that: in described anti-earth subsidence staggered floor gap, be provided with thermal insulation packing layer.
CN201210582361.2A 2012-12-28 2012-12-28 Anti-earth subsidence formula layer brick body of wall Active CN103899007B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210582361.2A CN103899007B (en) 2012-12-28 2012-12-28 Anti-earth subsidence formula layer brick body of wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210582361.2A CN103899007B (en) 2012-12-28 2012-12-28 Anti-earth subsidence formula layer brick body of wall

Publications (2)

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CN103899007A true CN103899007A (en) 2014-07-02
CN103899007B CN103899007B (en) 2016-05-18

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4094113A (en) * 1976-09-30 1978-06-13 Harter Corporation Modular wall panel structure
CN101082239A (en) * 2006-05-29 2007-12-05 岳斌 Fixing technique for thistle wall board
CN201908372U (en) * 2010-10-25 2011-07-27 扈美玲 Energy-saving building wall structure with low construction cost
CN203200950U (en) * 2012-12-28 2013-09-18 德胜(苏州)洋楼有限公司 Land-subsidence-resistant type wall with multilayer bricks

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4094113A (en) * 1976-09-30 1978-06-13 Harter Corporation Modular wall panel structure
CN101082239A (en) * 2006-05-29 2007-12-05 岳斌 Fixing technique for thistle wall board
CN201908372U (en) * 2010-10-25 2011-07-27 扈美玲 Energy-saving building wall structure with low construction cost
CN203200950U (en) * 2012-12-28 2013-09-18 德胜(苏州)洋楼有限公司 Land-subsidence-resistant type wall with multilayer bricks

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
建设部干部学院: "《房屋建筑构造》", 30 September 2009, 华中科技大学出版社 *

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