CN203960891U - Insulation ground - Google Patents
Insulation ground Download PDFInfo
- Publication number
- CN203960891U CN203960891U CN201420397298.XU CN201420397298U CN203960891U CN 203960891 U CN203960891 U CN 203960891U CN 201420397298 U CN201420397298 U CN 201420397298U CN 203960891 U CN203960891 U CN 203960891U
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- CN
- China
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- inner core
- rubber inner
- brick laying
- laying structure
- brick
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Abstract
A kind of insulation ground.By rubber inner core, determine ground scope; rubber inner core is as back shaft simultaneously; its top pile brick laying structure; brick laying structure is connected in rubber inner core by inner axis draw-in groove; proofread and correct stressed center of gravity; further by the zigzag structure of brick laying structure, mutually splice and plug together; with self space structures filling chink; reinforce top load-bearing stress point simultaneously; simple installation, borrows the tactic pattern uniform stressed of power with staggered floor, improve its supportive; coordinate inner rubber inner core to form insulation protection, prospect of the application is more wide.
Description
Technical field
The utility model relates to a kind of brick body of rubber inner core band and zigzag that adopts and forms insulation ground.
Background technology
At present, known building uses brick mix structure conventionally as external structure, and brick mix structure comprises that the wall, post of vertical load-carrying members etc. adopts brick or concrete block masonry, and laterally the beam of load-bearing, floor, roof panel etc. adopt reinforced concrete structure.That is to say that brick mix structure is with fraction steel concrete and most of brick wall bearing construction.Brick mix structure is a kind of of combination construction, is to adopt brick wall to carry out load-bearing the Mixed Architecture that the members such as reinforced concrete beam column plate form.Be applicable to standard width of a room in an old-style house depth less, room area is little, the building of multilayer or low layer, for bearing wall, can not change, frame construction can be changed the large portion of body of wall, but traditional brick mix structure is focused on the conversion of structure, and in stability and bearing, there is the very large rising space, simultaneously, along with energy-conserving and environment-protective theory was attached great importance in recent years, the market demand on the process procedure that promotes environmental protection concept is increasing, by building external envelope structure is taken measures, reducing Indoor environment heat distributes to outdoor, thereby keep architecture indoor temperature, on this construction process, also there is disappearance, need to overcome on many materials and structural manufacturing process on technical barrier, to the advanced theory of external absorption, with this, be used in modern environmental protection build process, also make every effort on it is functional by multi-field development simultaneously, enrich the required device kind of building structure.Utility model provides a kind of insulation ground; coordinate inner rubber inner core to form insulation protection; this innovative design is a kind of great competitive advantage in commercial operation is promoted; valuable is that this know-why is simple; and it is reasonable and practical that it establishes scheme; in thinking, break down the conventions, thereby brought new technological revolution.
Summary of the invention
The defect existing in order to overcome at present traditional building block, utility model provides a kind of insulation ground, by rubber inner core, determine ground scope, rubber inner core is as back shaft simultaneously, its top pile brick laying structure, brick laying structure is connected in rubber inner core by inner axis draw-in groove, proofread and correct stressed center of gravity, further by the zigzag structure of brick laying structure, mutually splice and plug together, with self space structures filling chink, reinforce top load-bearing stress point simultaneously, simple installation, with staggered floor, borrow the tactic pattern uniform stressed of power, improve its supportive, coordinate inner rubber inner core to form insulation protection, the product of innovating by technique can better be used and be promoted in business and engineering construction field.
The utility model solves the technical scheme that its technical problem adopts: ground forms band shape structure by rubber inner core and zigzag brick laying structure, rubber inner core is cubical strip chain band, formation axis location, by brick laying structure pile in rubber inner core, brick laying structure is zigzag, by interval staggered floor construction, mutually plug together forming array, axis draw-in groove is offered in brick laying structure inside, by axis draw-in groove by brick laying structure pile in rubber inner core, form foundation structure, realized the concrete effect of this insulation ground.Its structural principle is; by rubber inner core, determine ground scope; rubber inner core is as back shaft simultaneously; its top pile brick laying structure; brick laying structure is connected in rubber inner core by inner axis draw-in groove; proofread and correct stressed center of gravity; further by the zigzag structure of brick laying structure, mutually splice and plug together; with self space structures filling chink; reinforce top load-bearing stress point, simple installation, borrows the tactic pattern uniform stressed of power with staggered floor simultaneously; improve its supportive, coordinate inner rubber inner core to form insulation protection.This insulation ground is applicable to the control application in building structure, has expanded the scope of application, thereby and also can use in more areas technique innovation to bring more income.
The beneficial effects of the utility model are, in actual utilization process, this utility model provides a kind of insulation ground, by rubber inner core, determine ground scope, rubber inner core is as back shaft simultaneously, its top pile brick laying structure, brick laying structure is connected in rubber inner core by inner axis draw-in groove, proofread and correct stressed center of gravity, further by the zigzag structure of brick laying structure, mutually splice and plug together, with self space structures filling chink, reinforce top load-bearing stress point simultaneously, simple installation, with staggered floor, borrow the tactic pattern uniform stressed of power, improve its supportive, coordinate inner rubber inner core to form insulation protection, promoted the physical function of this insulation ground.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structure principle chart of the present utility model.
1. insulation grounds in figure, 2. rubber inner core, 3. brick body knot, 4. axis draw-in groove.
The specific embodiment
In Fig. 1, insulation ground 1 forms band shape structure by rubber inner core 2 and zigzag brick laying structure 3, rubber inner core 2 is cubical strip chain band, formation axis location, by brick laying structure 3 piles in rubber inner core 2, brick laying structure 3 is zigzag, by interval staggered floor construction, mutually plug together forming array, axis draw-in groove 4 is offered in brick laying structure 3 inside, by axis draw-in groove 4 by brick laying structure 3 piles in rubber inner core 2, form foundation structure, by rubber inner core 2, determine ground scope, rubber inner core 2 is as back shaft simultaneously, its top pile brick laying structure 3, brick laying structure 3 is connected in rubber inner core 2 by inner axis draw-in groove 4, proofread and correct stressed center of gravity, further by the zigzag structure of brick laying structure 3, mutually splice and plug together, with self space structures filling chink, reinforce top load-bearing stress point simultaneously, simple installation, with staggered floor, borrow the tactic pattern uniform stressed of power, improve its supportive, coordinate inner rubber inner core 2 to form insulation protection, realize the valid function of insulation ground 1.
Claims (2)
1. an insulation ground, ground forms band shape structure by rubber inner core and zigzag brick laying structure, it is characterized in that, rubber inner core is cubical strip chain band, formation axis location, by brick laying structure pile, in rubber inner core, brick laying structure is zigzag, by interval staggered floor construction, mutually plugs together forming array.
2. insulation ground according to claim 1, is characterized in that: axis draw-in groove is offered in brick laying structure inside, by axis draw-in groove by brick laying structure pile in rubber inner core, form foundation structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420397298.XU CN203960891U (en) | 2014-07-18 | 2014-07-18 | Insulation ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420397298.XU CN203960891U (en) | 2014-07-18 | 2014-07-18 | Insulation ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203960891U true CN203960891U (en) | 2014-11-26 |
Family
ID=51921493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420397298.XU Expired - Fee Related CN203960891U (en) | 2014-07-18 | 2014-07-18 | Insulation ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203960891U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775396A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Dike dam slope enclosure brick |
-
2014
- 2014-07-18 CN CN201420397298.XU patent/CN203960891U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775396A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Dike dam slope enclosure brick |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: ZHANG JIANLONG Effective date: 20150106 Owner name: ZHANG JIANLONG Free format text: FORMER OWNER: PAN SISI Effective date: 20150106 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100000 CHAOYANG, BEIJING TO: 311404 HANGZHOU, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150106 Address after: 311404 Zhejiang city of Fuyang province Dengcheng Xindeng Town Road No. 18 Patentee after: Zhejiang Longxing Construction Engineering Co.,Ltd. Address before: 311404 Zhejiang city of Fuyang province Xindeng town east two Lane 1 unit 301 room Patentee before: Zhang Jianlong Effective date of registration: 20150106 Address after: 311404 Zhejiang city of Fuyang province Xindeng town east two Lane 1 unit 301 room Patentee after: Zhang Jianlong Address before: 100000 Beijing city Chaoyang District four golden Beijing C3-404 Patentee before: Pan Sisi |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141126 Termination date: 20150718 |
|
| EXPY | Termination of patent right or utility model |