CN202064480U - Outer separating wall built with lightweight concrete separating plates - Google Patents

Outer separating wall built with lightweight concrete separating plates Download PDF

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Publication number
CN202064480U
CN202064480U CN2011201259829U CN201120125982U CN202064480U CN 202064480 U CN202064480 U CN 202064480U CN 2011201259829 U CN2011201259829 U CN 2011201259829U CN 201120125982 U CN201120125982 U CN 201120125982U CN 202064480 U CN202064480 U CN 202064480U
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CN
China
Prior art keywords
steel plate
concrete partition
aggregate concrete
side plate
light weight
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 - Lifetime
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CN2011201259829U
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Chinese (zh)
Inventor
田承行
刘旭
王卫东
伍路平
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BEIJING CITY CONSTRUCTION GROUP FIFTH CONSTRUCTION ENGINEERING Co Ltd
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BEIJING CITY CONSTRUCTION GROUP FIFTH CONSTRUCTION ENGINEERING Co Ltd
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Priority to CN2011201259829U priority Critical patent/CN202064480U/en
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Publication of CN202064480U publication Critical patent/CN202064480U/en
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Abstract

The utility model relates to an outer separating wall built with lightweight concrete separating plates, which is formed by splicing a group of lightweight aggregate concrete separating plates which are longitudinally parallel to each other and arranged between two adjacent sideboards of a main structure. Groove type postposition embedded parts are sleeved on the top end and the bottom end of a splicing joint of the lightweight aggregate concrete separating plates, and each groove type postposition embedded part is formed by welding an L-shaped steel plate with a straight steel plate, a horizontal side of the L-shaped steel plate is fixed with the sideboards through expansion bolts, and a vertical side of the L-shaped steel plate and the sideboards are in a same plane. The length of the lightweight concrete separating plates is smaller than a vertical distance between the two adjacent sideboards, concrete separating plates tightly abuts against the groove type postposition embedded parts on the top, and gaps between the lightweight concrete separating plates and the groove type postposition embedded parts are filled with plugging materials. The outer separating wall belongs to the technical field of outer separating walls, has the advantages of being good in mechanical performance, simple in construction and suitable for construction using the lightweight concrete separating plates in the outer separating walls, shortening construction period and the like.

Description

The outer partition wall that adopts light-weight concrete partition to build
Technical field
The utility model relates to a kind of outer partition wall.
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.
The utility model content
The purpose of this utility model provides a kind of outer partition wall 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 utility model adopts following technical scheme:
A kind of outer partition wall that adopts light-weight concrete partition to build, one group of light weight aggregate concrete partition board by parallel longitudinal is spliced, 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.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model 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 utility model is admitted 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.
The utility model reduces outdoor construction technology, reduces difficulty of construction, increases the safety assurance of construction.
The utility model can be widely used in the installation of outer partition wall.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present utility model.
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, light weight aggregate concrete partition board 2 by some parallel longitudinals is spliced, 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 (5)

1. outer partition wall that adopts light-weight concrete partition to build, one group of light weight aggregate concrete partition board (2) by parallel longitudinal is spliced, 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.
CN2011201259829U 2011-04-26 2011-04-26 Outer separating wall built with lightweight concrete separating plates Expired - Lifetime CN202064480U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201259829U CN202064480U (en) 2011-04-26 2011-04-26 Outer separating wall built with lightweight concrete separating plates

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Application Number Priority Date Filing Date Title
CN2011201259829U CN202064480U (en) 2011-04-26 2011-04-26 Outer separating wall built with lightweight concrete separating plates

Publications (1)

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CN202064480U true CN202064480U (en) 2011-12-07

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251606A (en) * 2011-04-26 2011-11-23 北京城建五建设工程有限公司 Outer partition wall built by adopting light concrete partition wall boards and construction method thereof
CN112942636A (en) * 2021-02-06 2021-06-11 重庆市臻成建材有限公司 Wall installation method capable of realizing rapid construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251606A (en) * 2011-04-26 2011-11-23 北京城建五建设工程有限公司 Outer partition wall built by adopting light concrete partition wall boards and construction method thereof
CN102251606B (en) * 2011-04-26 2013-03-20 北京城建五建设工程有限公司 Outer partition wall built by adopting light concrete partition wall boards and construction method thereof
CN112942636A (en) * 2021-02-06 2021-06-11 重庆市臻成建材有限公司 Wall installation method capable of realizing rapid construction

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C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20111207

Effective date of abandoning: 20130320

RGAV Abandon patent right to avoid regrant