CN101818530A - Regenerative masonry wall system and construction method thereof - Google Patents

Regenerative masonry wall system and construction method thereof Download PDF

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Publication number
CN101818530A
CN101818530A CN 201010140236 CN201010140236A CN101818530A CN 101818530 A CN101818530 A CN 101818530A CN 201010140236 CN201010140236 CN 201010140236 CN 201010140236 A CN201010140236 A CN 201010140236A CN 101818530 A CN101818530 A CN 101818530A
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CN
China
Prior art keywords
block
masonry
regenerative
reinforcing steel
collar tie
Prior art date
Application number
CN 201010140236
Other languages
Chinese (zh)
Inventor
黄靓
刘燕
陈胜云
高翔
肖岩
Original Assignee
湖南大学
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 湖南大学 filed Critical 湖南大学
Priority to CN 201010140236 priority Critical patent/CN101818530A/en
Publication of CN101818530A publication Critical patent/CN101818530A/en

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Abstract

The invention discloses a regenerative masonry wall system and a construction method thereof. The regenerative masonry wall system is characterized by comprising prestressed ribs (1), an anchorage device (2), ring beams (3), constructional columns (4), open pore blocks (5) and mortar surface layers (6) on two sides of the wall. The construction method for the wall is characterized by comprising the following steps: dryly building the open pore blocks (5), fixing the ring beams (3) and the constructional columns (4) on upside and underside, left and right of the whole built blocks respectively, inserting the prestressed ribs (1) into the blocks and applying a pre-stressing force to the blocks, and finally plastering mortar on two surfaces of the wall to form the wall. Because the blocks are dryly built, the regenerative masonry wall system does not need to use concrete mortar among the blocks, does not need to consider the bonding time of the mortar, reduces the consumption of materials such as concrete mortar and the like, shortens the work period, and is flexible, simple, convenient and effective to construct; and because most materials can be recycled, the regenerative masonry wall system is an environment-friendly wall system.

Description

Regenerative masonry wall system and job practices thereof

Technical field

The present invention relates to a kind of multilayer novel wall system and job practices thereof.

Background technology

The difficult problem of building renewal has been run in the city in the process of fast development.Highrise building is built in the center in for example a lot of metropolis, builds multistory building in the surrounding area, and often less than 10 years, along with the rise of land price, these multistory buildings just are faced with and are removed, and then builds multistoried building again in a large number toward the new surrounding area that forms.To waste national Limited resources in a large number like this.Steel work is a kind of renewable structure, be convenient to dismounting, but for the such developing country of China, the steel work cost is too high.And concrete and the masonry structure widely applied in China do not possess renewable function substantially, building debris is many behind these structural demolitions, materials for wall is reusable few in newly building a house, and has wasted ample resources, does not meet the sustainable development and the amphitypy social requirement of current society.

Summary of the invention

Cause a large amount of constructional materialss and manually allow expense in city removal enlarging process at above-mentioned, and the problems such as a large amount of building debriss that the removal process causes, the present invention developed a kind of simple effectively, easy construction has the novel wall structure of " renewable " function.This structural construction waste material is few, and materials for wall is reusable in newly building a house, and has saved resource, meets the requirement of the sustainable development of current society.Reduced the cost of body of wall simultaneously.

The object of the present invention is achieved like this, and perforate block 5 is built by laying bricks or stones in the square frame that collar tie beam 3, constructional column 4 are formed, and level or vertical presstressed reinforcing steel 1 pass the hole of reserving in the perforate block, are anchored on collar tie beam 3 or the constructional column 4 by anchor device 2.Perforate block 5 inside are stayed and are established horizontal hole or the vertical hole that passes for presstressed reinforcing steel 1, and block can be materials such as building block or porous brick.Local body of wall can apply the prestressing force of level and vertical both direction by collar tie beam and constructional column to body of wall.

The job practices of regenerative masonry wall system, it comprises the steps:

Laid dry perforate block 5, the back the block integral body of building by laying bricks or stones up and down and about fixedly collar tie beam 3 and constructional column 4 respectively, by to inserting presstressed reinforcing steel 1 and applying prestressing force, form mortar surface layer 6 in the body of wall two sides with sand finish at last then.

Adopting the job practices of this body of wall, is laid dry because block takes, need not use concrete mortar between block, do not need to consider that material consumptions such as the tack time of mortar and concrete mortar reduce, thereby reduced the cost of body of wall, shortened the duration, construction flexibly, and is simple and effective; And make integrality of wall and durability be greatly improved by reinforcing bar being applied prestressing force, and effectively having overcome shortcomings such as traditional allowable ratio of height to sectional thickness of masonry wall or column globality, poor durability, the anti-seismic performance of body of wall also is improved in addition.

Description of drawings

Fig. 1 is for only being provided with the regenerative masonry wall system schematic perspective view of vertical prestressing bar;

Fig. 2 is for only being provided with the regenerative masonry wall system end face schematic diagram of vertical prestressing bar;

Fig. 3 is for only being provided with the regenerative masonry wall system schematic perspective view of horizontal presstressed reinforcing steel;

Fig. 4 is for only being provided with the regenerative masonry wall system end face schematic diagram of horizontal presstressed reinforcing steel;

Fig. 5 is the regenerative masonry wall system stereogram that vertical and horizontal both direction presstressed reinforcing steel is set.

Description of reference numerals is as follows:

1-presstressed reinforcing steel, 2-anchor device, 3-collar tie beam, 4-constructional column, 5-perforate block, 6-mortar surface layer.

The specific embodiment

Embodiment 1:

Regenerative masonry wall system, as shown in Figure 1, 2, system is made up of the mortar surface layer 6 of presstressed reinforcing steel 1 and anchor device 2, collar tie beam 3, constructional column 4, perforate block 5 and body of wall both sides; Perforate block 5 is built by laying bricks or stones in the square frame that collar tie beam 3, constructional column 4 are formed, and vertical presstressed reinforcing steel 1 passes the hole of reserving in the perforate block 5, is anchored on the collar tie beam 3.Body of wall is applied the prestressing force of vertical direction by collar tie beam and constructional column.

Embodiment 2:

Regenerative masonry wall system, shown in Fig. 3,4, system is made up of the mortar surface layer 6 of presstressed reinforcing steel 1 and anchor device 2, collar tie beam 3, constructional column 4, perforate block 5 and body of wall both sides; Perforate block 5 is built by laying bricks or stones in the square frame that collar tie beam 3, constructional column 4 are formed, and the presstressed reinforcing steel 1 of level passes the hole of reserving in the perforate block 5, on the anchoring structure post 4.Body of wall is applied the prestressing force of vertical direction by collar tie beam and constructional column.

Embodiment 3:

A kind of multilayer novel wall job practices that the present invention relates to, earlier 5 laid dry of perforate block are become masonry wall, block integral body up and down and about respectively fixed belt hole structure collar tie beam 2 and constructional column 3, add prestressing force and anchoring by the presstressed reinforcing steel that inserts is executed 1 then, form mortar surface layer 6 with smearing mortar at last, thereby form body of wall.

Claims (5)

1. regenerative masonry wall system, it is characterized in that: system is made up of the mortar surface layer (6) of presstressed reinforcing steel (1) and anchor device (2), collar tie beam (3), constructional column (4), perforate block (5) and body of wall both sides; Perforate block (5) is built by laying bricks or stones in the square frame that collar tie beam (3), constructional column (4) are formed, and level or vertical presstressed reinforcing steel (1) pass the hole of reserving in the perforate block (5), are anchored on collar tie beam (3) or the constructional column (4).
2. perforate block according to claim 1 (5) is characterized in that: block inside is stayed and is established horizontal hole or the vertical hole that passes for presstressed reinforcing steel (1); Block can be materials such as building block or porous brick.
3. regenerative masonry wall system according to claim 1 is characterized in that: local body of wall can apply the prestressing force of level and vertical both direction by collar tie beam and constructional column to body of wall.
4. the job practices of regenerative masonry wall system, it is characterized in that: first laid dry perforate block (5), the back the block integral body of building by laying bricks or stones up and down and about respectively fixedly collar tie beam (3) and constructional column (4), then by to inserting presstressed reinforcing steel (1) and apply prestressing force, thereby the job practices of smearing mortar formation body of wall at last on the body of wall two sides.
5. job practices according to claim 3 is characterized in that: presstressed reinforcing steel (1) can run through distribution along two-layer above height or two above width of the standard width of a room in an old-style house of building by the block reserving hole, and tensioned prestressing bar (1) applies prestressing force at last.
CN 201010140236 2010-04-07 2010-04-07 Regenerative masonry wall system and construction method thereof CN101818530A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201010140236 CN101818530A (en) 2010-04-07 2010-04-07 Regenerative masonry wall system and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201010140236 CN101818530A (en) 2010-04-07 2010-04-07 Regenerative masonry wall system and construction method thereof

Publications (1)

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CN101818530A true CN101818530A (en) 2010-09-01

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747777A (en) * 2012-07-24 2012-10-24 桂林理工大学 Construction method for regenerative concrete wall beam
CN103352582A (en) * 2013-07-09 2013-10-16 北京筑福国际工程技术有限责任公司 Method for reinforcing concrete hollow block masonry structure through interior prestressed reinforcement anchor rods
CN103352581A (en) * 2013-07-09 2013-10-16 北京筑福国际工程技术有限责任公司 Method for strengthening sintering clay brick masonry structure through internal prestressed steel anchor rods

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0711719A (en) * 1993-06-25 1995-01-13 Fudo Kenken Kk Precast block for aseismatic wall
JPH09221856A (en) * 1996-02-16 1997-08-26 Taisei Prefab Kk Structural building frame using precast concrete plate and construction method therefor
JP2001227088A (en) * 2000-02-18 2001-08-24 Housing Sakamoto:Kk Panel wall building method, and panel structure
CN101413300A (en) * 2008-11-28 2009-04-22 江苏省一夫新材料科技有限公司 Gypsum reinforced concrete construction system
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0711719A (en) * 1993-06-25 1995-01-13 Fudo Kenken Kk Precast block for aseismatic wall
JPH09221856A (en) * 1996-02-16 1997-08-26 Taisei Prefab Kk Structural building frame using precast concrete plate and construction method therefor
JP2001227088A (en) * 2000-02-18 2001-08-24 Housing Sakamoto:Kk Panel wall building method, and panel structure
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block
CN101413300A (en) * 2008-11-28 2009-04-22 江苏省一夫新材料科技有限公司 Gypsum reinforced concrete construction system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
《建筑结构学报》 20031231 孙伟民等 预应力砌体抗震性能的试验研究 , 第24卷第6期 2 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747777A (en) * 2012-07-24 2012-10-24 桂林理工大学 Construction method for regenerative concrete wall beam
CN103352582A (en) * 2013-07-09 2013-10-16 北京筑福国际工程技术有限责任公司 Method for reinforcing concrete hollow block masonry structure through interior prestressed reinforcement anchor rods
CN103352581A (en) * 2013-07-09 2013-10-16 北京筑福国际工程技术有限责任公司 Method for strengthening sintering clay brick masonry structure through internal prestressed steel anchor rods
CN103352582B (en) * 2013-07-09 2015-10-14 北京筑福国际工程技术有限责任公司 The method of inner prestressed reinforcement bolt anchorage Concrete Hollow Block Masonry Structures

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Application publication date: 20100901