CN2931620Y - Assembly wall - Google Patents
Assembly wall Download PDFInfo
- Publication number
- CN2931620Y CN2931620Y CN 200520143278 CN200520143278U CN2931620Y CN 2931620 Y CN2931620 Y CN 2931620Y CN 200520143278 CN200520143278 CN 200520143278 CN 200520143278 U CN200520143278 U CN 200520143278U CN 2931620 Y CN2931620 Y CN 2931620Y
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- China
- Prior art keywords
- concrete
- keel
- wall
- sign indicating
- indicating number
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Abstract
An assembled wall body comprises concrete plates, concrete keels, a corner yard and an iron yard, wherein the concrete keels are arranged on the concrete plates, the concrete keels can be assembled to make the concrete plates constitute a wall body, the iron yard can fix the wall body on other building structures, the edge of the concrete plates can be arranged with pairs of plugs every span of distance, the plugs are arranged with hole sites, the corner yard can be tightly held with the hole sites, the other end of the corner yard is connected with the keel, plaster is arranged between the concrete plates.
Description
[technical field]
The utility model belongs to construction wall, particularly belongs to the spliced wall that need not plaster in a kind of surface.
[background technology]
On the construction project bulkhead of light-weight steel keel plaster tablet is arranged at present, the light weight concrete construction batten of loosing core (take out the hole, garden in the plate and become hollow).Now body of wall commonly used is to build brick cavity wall and aerated blocks brick wall in the construction work, their shortcoming be lay bricks plastering process various, be wet trade entirely, the duration is longer, and buries spool such as water power underground and must slot on metope, has influenced the bulk strength of body of wall.
[utility model content]
The utility model has proposed a kind of spliced wall in order to overcome above-mentioned the deficiencies in the prior art.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of spliced wall is provided, it comprises concrete thin plates, the concrete keel, angle sign indicating number and iron sign indicating number, these concrete keel are arranged on this concrete thin plates, between these concrete keel mutually assembly unit make this concrete thin plates constitute a body of wall, this iron sign indicating number can be fixed in this body of wall in other building structure, the side of this concrete thin plates is arranged to plug every a segment distance, plug is provided with the position, hole, this angle sign indicating number and this tight fixing in position, hole, the other end of this angle sign indicating number is connected with these keel, is provided with mortar between this concrete thin plates.
The scheme that the utility model solves further technical problem is: the cross section of these keel is rectangular steel concrete pillar, configuration reinforcement in the post.
Spliced wall of the present utility model overcome that plasterboard partition wall is water funk is afraid of tide, the shortcoming that intensity is low, overcome that hollow light weight concrete batten is not easy to install and be connected with agent structure not firm, spools such as arranging water power within the walls leave no choice but to cut wallboard can not disadvantage.Overcome the shortcoming that above-mentioned brickwork exists simultaneously, this lightweight concrete slab is as wallboard, and the making of plate can realize industrialization, standardization, and simple and easy saving of labor is installed, and it is convenient to bury pipeline underground.Need not make floated coat on metope during finishing, directly Puttying and swabbing get final product on the plate face, have reached the purpose of saving the duration, saving manually, saving material.
[description of drawings]
Fig. 1 is the floor map of spliced wall of the present utility model.
Fig. 2 is a spliced wall shown in Figure 1 sectional drawing along the A-A direction.
Fig. 3 is the connector structural representation of spliced wall of the present utility model.
Fig. 4 is the side structure schematic diagram of the connector of spliced wall shown in Figure 3.
[specific embodiment]
Below in conjunction with accompanying drawing in detail the utility model most preferred embodiment is described in detail.
See also Fig. 1 to Fig. 4:
The light reinforced concrete keel 3 that are prefabricated in the factory are connected with architecture beam, plate with expansion bolt 4 by iron sign indicating number 1, and keel 3 both sides fix wooden unit 7 with bolt 10 in advance.After vertical keel 3 install by designing requirement, go up light weight concrete construction thin plate 2 again, fixing being caused by stubborn screw 8 of light weight concrete construction thin plate 2 realized in the wooden unit 7 being connected of light weight concrete construction thin plate 2 and keel 3.After having sealed a panel, spools such as water power are installed then, are sealed another panel again.With the intact body of wall that then formed one of two sides light weight concrete construction thin plate 2 envelopes.Extraordinary mortar 6 and floating is filled out in slit between the light weight concrete construction thin plate 2.This body of wall has the premium properties of heat-insulation and heat-preservation, sound insulation, body of wall thin (100-150mm is thick).
The cross section of light reinforced concrete keel is the rectangle pillar and uses about 200-400mm at interval by the two sides of calculating configuration reinforcement, keel and to fix two little planks (each one of every side) to wearing bolt (two), is the installation panel fashion usefulness of panel of fixing of tightening up a screw.Be the be connected with two kind schemes of realization thin plate with keel: the wooden unit position of pre-buried plug of the edges of boards of first thin plate or preformed hole, boring (beating plug in the hole) its position and keel both sides is corresponding.Thin plate is fixed on the keel to wooden unit by twisting screw.It two is that side at plate is every the pre-buried paired plug of an intersegmental distance, when being installed, thin plate connects with the angle sign indicating number, the one side of angle sign indicating number is twisted screw by the plug hole and lean against the plate side to plate, the another side of angle sign indicating number leans against on the keel, the hole has been bored in processing in advance on the sign indicating number of angle, beat expansion bolt again to keel, so just thin plate and keel have been linked together securely.
The light weight concrete construction of keel and thin plate is formed by certain match ratio system of mixing by cement, haydite, perlite, light weight sand, flyash or lime, water and other additive, covers with alkali-proof glass screen grid cloth in the upper and lower surface of thin plate.The about 20-40mm of the thickness of plate, the roomy about 900mm of plate is about the about 1400mm of length.
Installation steps: (a). light weight concrete construction side's bar keel is installed on the main house body structure.Be connected and fixed on the agent structure with ironware, setscrew.(b). the front cover faceplate panels is on keel.(c). lay water power pipe, embedded box or the like.(d). seal the another side panel again and form hollow combination partition body of wall.Do not have plastering process, directly survive at plate face swabbing.
Light reinforced concrete keel 3 are that the cross section is rectangular pillar.Its two sides are every the fixing a pair of wooden unit 7 of an intersegmental distance.Keel 3 connect part by iron sign indicating number 1 and expansion bolt 4 and are fixed on architecture beam, the plate 9.During prefabricated light weight concrete construction thin plate 2 at its two-sided illiteracy alkali-proof glass screen grid cloth.Twisting screw 8 by the plug hole of edges of boards when wall panel is installed is fixed on thin plate 2 on the keel 3 to wooden unit 7.After having sealed a panel, spools such as water power are installed then, are sealed another panel again and promptly be assembled into body of wall one.It is floating that extraordinary mortar 6 is filled out in the slit of plate and plate.Can be directly on the plate face Puttying and swabbing survive.Making sheet material: form by certain match ratio system of mixing by cement, haydite, perlite, light weight sand, flyash or lime, water and other additive.
Spliced wall of the present utility model overcome that plasterboard partition wall is water funk is afraid of tide, the shortcoming that intensity is low, overcome that hollow light weight concrete batten is not easy to install and be connected with agent structure not firm, spools such as arranging water power within the walls leave no choice but to cut wallboard can not disadvantage.Overcome the shortcoming that above-mentioned brickwork exists simultaneously, this lightweight concrete slab is as wallboard, and the making of plate can realize industrialization, standardization, and simple and easy saving of labor is installed, and it is convenient to bury pipeline underground.Need not make floated coat on metope during finishing, directly Puttying and swabbing get final product on the plate face, have reached the purpose of saving the duration, saving manually, saving material.
Claims (3)
1 one kinds of spliced walls, it is characterized in that: it comprises concrete thin plates, concrete keel, angle sign indicating number and iron sign indicating number, these concrete keel are arranged on this concrete thin plates, between these concrete keel mutually assembly unit make this concrete thin plates constitute a body of wall, this iron sign indicating number can be fixed in this body of wall in other building structure, the side of this concrete thin plates is arranged to plug every a segment distance, plug is provided with the position, hole, this angle sign indicating number and this tight fixing in position, hole, the other end of this angle sign indicating number is connected with these keel, is provided with mortar between this concrete thin plates.
2. according to the described spliced wall of claim 1, it is characterized in that: the cross section of these keel is rectangular steel concrete pillar, configuration reinforcement in the post.
3. according to the described spliced wall of claim 2, it is characterized in that: the two sides of these keel at interval 200-400mm by to wearing bolt fixing plank respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520143278 CN2931620Y (en) | 2005-11-23 | 2005-11-23 | Assembly wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520143278 CN2931620Y (en) | 2005-11-23 | 2005-11-23 | Assembly wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2931620Y true CN2931620Y (en) | 2007-08-08 |
Family
ID=38348120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520143278 Expired - Fee Related CN2931620Y (en) | 2005-11-23 | 2005-11-23 | Assembly wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2931620Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103032099A (en) * | 2012-12-18 | 2013-04-10 | 中交公路规划设计院有限公司 | Prefabricated partition wall structure of lateral smoke discharge passage of shield tunnel |
| CN104563335A (en) * | 2013-10-14 | 2015-04-29 | 任丘市永基建筑安装工程有限公司 | Fixing method of wallboards |
| CN105443156A (en) * | 2015-12-23 | 2016-03-30 | 苏交科集团股份有限公司 | Shield tunnel prefabricated partition wall |
-
2005
- 2005-11-23 CN CN 200520143278 patent/CN2931620Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103032099A (en) * | 2012-12-18 | 2013-04-10 | 中交公路规划设计院有限公司 | Prefabricated partition wall structure of lateral smoke discharge passage of shield tunnel |
| CN104563335A (en) * | 2013-10-14 | 2015-04-29 | 任丘市永基建筑安装工程有限公司 | Fixing method of wallboards |
| CN105443156A (en) * | 2015-12-23 | 2016-03-30 | 苏交科集团股份有限公司 | Shield tunnel prefabricated partition wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090123 Address after: Zhuzhou city Lusong District in Hunan Province as early as Wo Ping, zip code: 412000 Patentee after: Hunan Tianma new Mstar Technology Ltd Address before: Longgang District of Shenzhen City, Guangdong Province, Buji street baihexingcheng, room C-906, zip code: 518112 Patentee before: Liu Dongxuan |
|
| ASS | Succession or assignment of patent right |
Owner name: HUNAN TIANMAXIN MATERIAL TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: LIU DONGXUAN Effective date: 20090123 |
|
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: HU NAN TIANMA NEW MATERIAL TECHNOLOGY CO., LTD. Effective date: 20120503 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 412000 ZHUZHOU, HUNAN PROVINCE TO: 518112 SHENZHEN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120503 Address after: Longgang District of Shenzhen City, Guangdong Province, 518112 Buji street, baihexingcheng room C-906 Patentee after: Liu Dongxuan Address before: 412000 Hunan Province, Zhuzhou city Lusong District Long Wo Ping Patentee before: Hunan Tianma new Mstar Technology Ltd |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070808 Termination date: 20121123 |