CN102251606A - Outer partition wall built by adopting light concrete partition wall boards and construction method thereof - Google Patents

Outer partition wall built by adopting light concrete partition wall boards and construction method thereof Download PDF

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Publication number
CN102251606A
CN102251606A CN2011101051933A CN201110105193A CN102251606A CN 102251606 A CN102251606 A CN 102251606A CN 2011101051933 A CN2011101051933 A CN 2011101051933A CN 201110105193 A CN201110105193 A CN 201110105193A CN 102251606 A CN102251606 A CN 102251606A
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China
Prior art keywords
plate
partition
concrete partition
shaped steel
steel plate
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CN2011101051933A
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Chinese (zh)
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CN102251606B (en
Inventor
田承行
刘旭
王卫东
伍路平
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北京城建五建设工程有限公司
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Priority to CN 201110105193 priority Critical patent/CN102251606B/en
Publication of CN102251606A publication Critical patent/CN102251606A/en
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Abstract

The invention relates to an outer partition wall built by adopting light concrete partition wall boards and a construction method thereof. The outer partition wall is formed by splicing a plurality of abreast light aggregate concrete partition wall boards, and is arranged between two adjacent sideboards of a main body structure, rear groove-type embedded parts are sheathed at the tops and bottoms of splicing seams of the light aggregate concrete partition wall boards, each rear groove-type embedded part is formed by welding an L-shaped steel board and a straight steel board, the horizontal edges of the L-shaped steel board are fixed on the sideboards by virtue of bolts, the vertical edge of the L-shaped steel board are parallel to the outer edges of the sideboards, the light aggregate concrete partition wall boards are shorter than the vertical distance between the two adjacent sideboards, the light aggregate concrete partition wall boards press against the rear groove-type embedded parts at the top, and plugging materials are filled in gaps among the rear groove-type embedded parts at the bottom. The outer partition wall and construction method provided by the invention belong to the technical field of outer partition walls; the out partition wall provided by the invention has good load-carrying capacity; and the construction method has the advantages of simplicity and convenience in construction, shorter construction period, and the like, and is applicable for construction for the outer partition walls by using the light aggregate concrete partition wall boards.

Description

A kind of outer partition wall and job practices thereof that adopts light-weight concrete partition to build
Technical field
The present invention relates to a kind of outer partition wall and job practices thereof.
Background technology
The light weight aggregate concrete partition board has intensity height, hollow light, sturdy and durable, waterproof fireproofing, characteristics such as soundproof effect is good, anti-freezing property is excellent, easy construction, in the modern architecture project,, adopt the nailing fixed iron piece to fix when constructing usually as internal partition wall usually as internal partition wall.And the light weight aggregate concrete partition board exists the construction operation face little during as outer partition wall, how to resist wind load in the work progress, how to carry out technical barriers such as temporary fixed.
Summary of the invention
The purpose of this invention is to provide a kind of outer partition wall and job practices thereof that adopts light-weight concrete partition to build, the technical problem that is connected with agent structure in the time of solving the light weight aggregate concrete partition board as outer partition wall.
For achieving the above object, the present invention adopts following technical scheme:
A kind of outer partition wall that adopts light-weight concrete partition to build, be spliced by some light weight aggregate concrete partition boards side by side, be arranged between the agent structure adjacent two layers side plate, top and bottom at the splicing seams place of light weight aggregate concrete partition board are with the rearmounted embedded part of fluted body, the rearmounted embedded part of described fluted body is welded by L shaped steel plate and straight steel plate, the horizontal sides and the side plate of described L shaped steel plate are fixed by expansion bolt, its vertical edge is concordant with the outward flange of side plate, the length of described light weight aggregate concrete partition board is shorter than the vertical distance between the adjacent two layers side plate, the rearmounted embedded part of the fluted body at light weight aggregate concrete partition board and top holds out against, and is filled with plugging material in the slit between the rearmounted embedded part of the fluted body of bottom.
Described splicing seams is not more than 7mm.
The groove internal diameter of the rearmounted embedded part of described fluted body is wideer than the thickness of light weight aggregate concrete partition board, is filled with cement mortar in the slit between the two.
The length of described light weight aggregate concrete partition board is than the short 10mm~30mm of the vertical distance between the adjacent two layers side plate.
Described plugging material is pea gravel concreten or pea gravel concrete.
The outer partition wall job practices that described employing light-weight concrete partition is built, step is as follows:
Step 1, cleaning are intended the foreign material of lower floor's side plate of installation exterior wall position, and the bottom surface of levelling lower floor side plate upper surface and upper strata side plate, according to locating at the bottom surface of lower floor's side plate upper surface and upper strata side plate unwrapping wire in the design drawing size;
Step 2, on lower floor's side plate and upper strata side plate, the L shaped steel plate is placed at the splicing seams place of light weight aggregate concrete partition board installation site respectively, its horizontal sides is close to lower floor's side plate and upper strata side plate, its vertical edge is concordant with the side plate outward flange, after guaranteeing the L shaped steel plate vertical non-alignment of upper strata L shaped steel plate and lower floor simultaneously, horizontal sides and side plate are fixed by expansion bolt;
Step 3, the light weight aggregate concrete partition wall is received in the opening of L shaped steel plate of the upper strata L shaped steel plate of vertical non-alignment and lower floor, and the horizontal sides of light weight aggregate concrete partition board and upper strata L shaped steel plate held out against, simultaneously at the bottom surface of light weight aggregate concrete partition board chock chock;
Step 4, the space with between the L shaped steel plate of real light weight aggregate concrete partition board of plugging material plug and lower floor makes the horizontal sides end of L shaped steel plate expose simultaneously; The intensity for the treatment of plugging material is taken out timber wedge after arriving 10MPa at least, with between the L shaped steel plate of light weight aggregate concrete partition board and lower floor filling part with plugging material plug reality;
Step 5, the splicing seams of adjacent light weight aggregate concrete partition board sticks with glue and pastes the wide two-layer filleting band of 50mm and 100mm successively at the splicing seams place after agent is filled up, and the wide filleting band of 200mm is pasted in the corner of the outer partition wall that the light weight aggregate concrete partition board is built into and the structural wall of agent structure;
Step 6 withstands on straight steel plate on the horizontal sides end exposed portions serve of L shaped steel plate, and is welded together to form the rearmounted embedded part of fluted body with the horizontal sides of L shaped steel plate;
Step 7 is tight with the cement mortar shutoff with the gap between rearmounted embedded part of fluted body and the light weight aggregate concrete partition board.
In the described step 2, on lower floor's side plate and upper strata side plate, the central authorities that intend installation light weight aggregate concrete partition board position are placed with the L shaped steel plate.
In the described step 4, the horizontal sides end exposed length of L shaped steel plate is 8mm at least.
Compared with prior art the present invention has following characteristics and beneficial effect:
The present invention is applied to the construction of outer partition wall with the light weight aggregate concrete partition board, and easy construction can form continuous productive process, can shorten the construction period greatly, and is particularly outstanding for the technical advantage and the economic advantages that are embodied in the large-scale dwelling house project construction.
The present invention admits the light weight aggregate concrete partition board by the rearmounted embedded part of fluted body that is arranged on the agent structure, and it is good that it connects stress performance, satisfies the requirement of each side such as working procedure linking and quality.
In the job practices of the present invention, be connected with agent structure by L shaped steel plate the rearmounted embedded part of fluted body in advance, its vertical edge can reduce outdoor construction technology when admitting the location light-weight concrete partition, reduce difficulty of construction, increases the safety assurance of construction.
The present invention can be widely used in the installation of outer partition wall.
Description of drawings
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the rearmounted embedded part detail drawing of fluted body.
Fig. 3 is a L shaped steel plate detail drawing.
Fig. 4 is construction method step two schematic diagrames.
Fig. 5 is construction method step three schematic diagrames.
Fig. 6 is construction method step four~seven schematic diagrames.
Reference numeral: 1-side plate, 2-light weight aggregate concrete partition board, 3-splicing seams, the rearmounted embedded part of 4-fluted body, 4.1-L shaped steel plate, the straight steel plate of 4.2-, 6-expansion bolt, 7-plugging material, 8-timber wedge, 9-cement mortar, 10-keyhole.
The specific embodiment
Embodiment is referring to Fig. 1~shown in Figure 3, a kind of outer partition wall that adopts light-weight concrete partition to build, be spliced by some light weight aggregate concrete partition boards 2 side by side, be arranged between the agent structure adjacent two layers side plate 1, top and bottom at splicing seams 3 places of light weight aggregate concrete partition board 2 are with the rearmounted embedded part of fluted body, the rearmounted embedded part 4 of described fluted body is welded by L shaped steel plate 4.1 and straight steel plate 4.2, the horizontal sides of described L shaped steel plate 4.1 and side plate 1 are fixing by expansion bolt 6, its vertical edge is concordant with the outward flange of side plate, the length of described light weight aggregate concrete partition board 2 is shorter than the vertical distance between the adjacent two layers side plate 1, light weight aggregate concrete partition board 2 holds out against with the rearmounted embedded part of the fluted body at top, and is filled with plugging material 7 in the slit between the rearmounted embedded part of the fluted body of bottom.
Described splicing seams 3 is not more than 7mm.
The groove internal diameter of the rearmounted embedded part 4 of described fluted body is wideer than the thickness of light weight aggregate concrete partition board 2, is filled with cement mortar 9 in the slit between the two.
The length of described light weight aggregate concrete partition board 2 is than the short 10mm~30mm of the vertical distance between the adjacent two layers side plate 1.
Described plugging material 7 is pea gravel concreten or pea gravel concrete.
Described L shaped steel plate 4.1 is welded by the Q235 steel plate of 50 * 100 * 5mm and 100 * 100 * 5mm, the steel plate of 100 * 100 * 5mm is horizontally disposed with, and the steel plate centre position of described 100 * 100 * 5mm is reserved two and is symmetrical arranged 12 keyholes 10 that are used to wear expansion bolt.Described straight steel plate 4.2 is the Q235 steel plate of 50 * 100 * 5mm.
The outer partition wall job practices that described employing light-weight concrete partition is built, referring to Fig. 4~Fig. 6, step is as follows:
Step 1, cleaning are intended the foreign material of lower floor's side plate of installation exterior wall position, and the bottom surface of levelling lower floor side plate upper surface and upper strata side plate, according to locating at the bottom surface of lower floor's side plate upper surface and upper strata side plate unwrapping wire in the design drawing size;
Step 2, on lower floor's side plate and upper strata side plate, L shaped steel plate 4.1 is placed at splicing seams 3 places of light weight aggregate concrete partition board installation site respectively, its horizontal sides is close to lower floor's side plate and upper strata side plate, its vertical edge is concordant with the side plate outward flange, after guaranteeing L shaped steel plate 4.1 vertical non-alignment of upper strata L shaped steel plate 4.1 and lower floor simultaneously, that horizontal sides and side plate is fixing by expansion bolt 6;
Step 3, the light weight aggregate concrete partition wall is received in the opening of L shaped steel plate 4.1 of the upper strata L shaped steel plate 4.1 of vertical non-alignment and lower floor, and the horizontal sides of light weight aggregate concrete partition board and upper strata L shaped steel plate 4.1 held out against, simultaneously at the bottom surface of light weight aggregate concrete partition board chock chock 8;
Step 4, the space with between the L shaped steel plate 4.1 of real light weight aggregate concrete partition board of plugging material plug and lower floor makes the horizontal sides end of L shaped steel plate 4.1 expose simultaneously; The intensity for the treatment of plugging material is taken out timber wedge 8 after arriving 10MPa at least, with between the L shaped steel plate 4.1 of light weight aggregate concrete partition board and lower floor filling part with plugging material plug reality;
Step 5, the splicing seams 3 of adjacent light weight aggregate concrete partition board sticks with glue and pastes the wide two-layer filleting band of 50mm and 100mm successively at splicing seams 3 places after agent is filled up, and the wide filleting band of 200mm is pasted in the corner of the outer partition wall that the light weight aggregate concrete partition board is built into and the structural wall of agent structure;
Step 6 withstands on straight steel plate 4.2 on the horizontal sides end exposed portions serve of L shaped steel plate 4.1, and is welded together to form the rearmounted embedded part 4 of fluted body with the horizontal sides of L shaped steel plate 4.1;
Step 7 is tight with the cement mortar shutoff with the gap between rearmounted embedded part 4 of fluted body and the light weight aggregate concrete partition board 2.
In the described step 2, on lower floor's side plate and upper strata side plate, the central authorities that intend installation light weight aggregate concrete partition board position are placed with L shaped steel plate 4.1.
In the described step 4, the horizontal sides end exposed length of L shaped steel plate 4.1 is 8mm at least.

Claims (8)

1. outer partition wall that adopts light-weight concrete partition to build, be spliced by some light weight aggregate concrete partition boards (2), be arranged between the agent structure adjacent two layers side plate (1), it is characterized in that: be with the rearmounted embedded part of fluted body in top and bottom that the splicing seams (3) of light weight aggregate concrete partition board (2) is located, the rearmounted embedded part of described fluted body (4) is welded by L shaped steel plate (4.1) and straight steel plate (4.2), the horizontal sides of described L shaped steel plate (4.1) and side plate (1) are fixing by expansion bolt (6), its vertical edge is concordant with the outward flange of side plate, the length of described light weight aggregate concrete partition board (2) is shorter than the vertical distance between the adjacent two layers side plate (1), light weight aggregate concrete partition board (2) holds out against with the rearmounted embedded part of the fluted body at top, and is filled with plugging material (7) in the slit between the rearmounted embedded part of the fluted body of bottom.
2. the outer partition wall that employing light-weight concrete partition according to claim 1 is built, it is characterized in that: described splicing seams (3) is not more than 7mm.
3. the outer partition wall that employing light-weight concrete partition according to claim 1 is built, it is characterized in that: the groove internal diameter of the rearmounted embedded part of described fluted body (4) is wideer than the thickness of light weight aggregate concrete partition board (2), is filled with cement mortar (9) in the slit between the two.
4. the outer partition wall that employing light-weight concrete partition according to claim 1 is built, it is characterized in that: the length of described light weight aggregate concrete partition board (2) is than the short 10mm~30mm of the vertical distance between the adjacent two layers side plate (1).
5. the outer partition wall that employing light-weight concrete partition according to claim 1 is built, it is characterized in that: described plugging material (7) is pea gravel concreten or pea gravel concrete.
6. according to any outer partition wall job practices that described employing light-weight concrete partition is built of claim 1~5, it is characterized in that: step is as follows:
Step 1, cleaning are intended the foreign material of lower floor's side plate of installation exterior wall position, and the bottom surface of levelling lower floor side plate upper surface and upper strata side plate, according to locating at the bottom surface of lower floor's side plate upper surface and upper strata side plate unwrapping wire in the design drawing size;
Step 2, on lower floor's side plate and upper strata side plate, the splicing seams (3) of light weight aggregate concrete partition board installation site locates to place respectively L shaped steel plate (4.1), its horizontal sides is close to lower floor's side plate and upper strata side plate, its vertical edge is concordant with the side plate outward flange, after guaranteeing L shaped steel plate (4.1) vertical non-alignment of upper strata L shaped steel plate (4.1) and lower floor simultaneously, that horizontal sides and side plate is fixing by expansion bolt (6);
Step 3, the light weight aggregate concrete partition wall is received in the opening of L shaped steel plate (4.1) of the upper strata L shaped steel plate (4.1) of vertical non-alignment and lower floor, and the horizontal sides of light weight aggregate concrete partition board and upper strata L shaped steel plate (4.1) held out against, simultaneously at the bottom surface of light weight aggregate concrete partition board chock chock (8);
Step 4, the space with between the L shaped steel plate (4.1) of real light weight aggregate concrete partition board of plugging material plug and lower floor makes the horizontal sides end of L shaped steel plate (4.1) expose simultaneously; The intensity for the treatment of plugging material is taken out timber wedge (8) after arriving 10MPa at least, with between the L shaped steel plate (4.1) of light weight aggregate concrete partition board and lower floor filling part with plugging material plug reality;
Step 5, the splicing seams of adjacent light weight aggregate concrete partition board (3) sticks with glue locates to paste successively 50mm and the wide two-layer filleting band of 100mm at splicing seams (3) after agent is filled up, and the wide filleting band of 200mm is pasted in the corner of the outer partition wall that the light weight aggregate concrete partition board is built into and the structural wall of agent structure;
Step 6 withstands on straight steel plate (4.2) on the horizontal sides end exposed portions serve of L shaped steel plate (4.1), and is welded together to form the rearmounted embedded part (4) of fluted body with the horizontal sides of L shaped steel plate (4.1);
Step 7 is tight with the cement mortar shutoff with the gap between rearmounted embedded part (4) of fluted body and the light weight aggregate concrete partition board (2).
7. the outer partition wall job practices that employing light-weight concrete partition according to claim 6 is built, it is characterized in that: in the described step 2, on lower floor's side plate and upper strata side plate, the central authorities that intend installation light weight aggregate concrete partition board position are placed with L shaped steel plate (4.1).
8. the outer partition wall job practices that employing light-weight concrete partition according to claim 6 is built, it is characterized in that: in the described step 4, the horizontal sides end exposed length of L shaped steel plate (4.1) is 8mm at least.
CN 201110105193 2011-04-26 2011-04-26 Outer partition wall built by adopting light concrete partition wall boards and construction method thereof CN102251606B (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266697A (en) * 2013-04-15 2013-08-28 浙江海天建设集团有限公司 Integral assembly type composite partition wall
CN103266699A (en) * 2013-04-19 2013-08-28 浙江海天建设集团有限公司 Seamless mounting method for integral assembled composite partition walls
CN104179250A (en) * 2014-08-18 2014-12-03 陕西昊兴房屋工程有限公司 Light-board house system and construction method thereof
CN104453252A (en) * 2014-12-02 2015-03-25 天津住宅集团建设工程总承包有限公司 Method for mounting and constructing sand aerated inner partition wall board
CN105155857A (en) * 2015-08-11 2015-12-16 孟凡林 Construction and installation method of architectural engineering partition wall boards
CN105888107A (en) * 2016-05-23 2016-08-24 青岛海川建设集团有限公司 Vertical light partition wall installation and fixation structure and construction method thereof
CN106499091A (en) * 2016-11-22 2017-03-15 中国建筑第七工程局有限公司 A kind of assembling type partition wall construction method based on ALC plates
CN107859337A (en) * 2017-10-23 2018-03-30 浙江展诚建设集团股份有限公司 Steel-structure factory building FPB Light trabses cracking structure constructions
CN111576672A (en) * 2020-05-29 2020-08-25 中国十七冶集团有限公司 Connecting mechanism for connecting ALC light partition wall and PC component and using method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266692B (en) * 2013-04-15 2015-02-25 浙江海天建设集团有限公司 Top and bottom mounting structure for composite partition
CN103266693B (en) * 2013-04-15 2015-02-25 浙江海天建设集团有限公司 Integral assembly type composite partition wall seamless mounting structure

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CN201024551Y (en) * 2007-04-11 2008-02-20 许镇辉 Light wall board sliding member
CN201169842Y (en) * 2008-01-09 2008-12-24 南充坤元建材科技有限公司 Chucking tools for mounting light wall boards
CN202064480U (en) * 2011-04-26 2011-12-07 北京城建五建设工程有限公司 Outer separating wall built with lightweight concrete separating plates

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BE861579A (en) * 1977-12-07 1978-03-31 Vivier Pierre IMPROVEMENT IN METAL BEARING FRAME BUILDINGS
CN2261459Y (en) * 1996-06-17 1997-09-03 黄镇生 Solid partitioner wall
CN2337225Y (en) * 1998-08-18 1999-09-08 富亿扬实业有限公司 Light partition wall with improved structure
CN201024551Y (en) * 2007-04-11 2008-02-20 许镇辉 Light wall board sliding member
CN201169842Y (en) * 2008-01-09 2008-12-24 南充坤元建材科技有限公司 Chucking tools for mounting light wall boards
CN202064480U (en) * 2011-04-26 2011-12-07 北京城建五建设工程有限公司 Outer separating wall built with lightweight concrete separating plates

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266697A (en) * 2013-04-15 2013-08-28 浙江海天建设集团有限公司 Integral assembly type composite partition wall
CN103266699A (en) * 2013-04-19 2013-08-28 浙江海天建设集团有限公司 Seamless mounting method for integral assembled composite partition walls
CN103266699B (en) * 2013-04-19 2015-04-08 浙江海天建设集团有限公司 Seamless mounting method for integral assembled composite partition walls
CN104179250A (en) * 2014-08-18 2014-12-03 陕西昊兴房屋工程有限公司 Light-board house system and construction method thereof
CN104453252A (en) * 2014-12-02 2015-03-25 天津住宅集团建设工程总承包有限公司 Method for mounting and constructing sand aerated inner partition wall board
CN105155857A (en) * 2015-08-11 2015-12-16 孟凡林 Construction and installation method of architectural engineering partition wall boards
CN105155857B (en) * 2015-08-11 2017-04-05 孟凡林 A kind of construction installation method of architectural engineering partition plate
CN105888107A (en) * 2016-05-23 2016-08-24 青岛海川建设集团有限公司 Vertical light partition wall installation and fixation structure and construction method thereof
CN106499091A (en) * 2016-11-22 2017-03-15 中国建筑第七工程局有限公司 A kind of assembling type partition wall construction method based on ALC plates
CN107859337A (en) * 2017-10-23 2018-03-30 浙江展诚建设集团股份有限公司 Steel-structure factory building FPB Light trabses cracking structure constructions
CN111576672A (en) * 2020-05-29 2020-08-25 中国十七冶集团有限公司 Connecting mechanism for connecting ALC light partition wall and PC component and using method

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