CN104988937B - Water-impervious base arrangement - Google Patents
Water-impervious base arrangement Download PDFInfo
- Publication number
- CN104988937B CN104988937B CN201510335108.0A CN201510335108A CN104988937B CN 104988937 B CN104988937 B CN 104988937B CN 201510335108 A CN201510335108 A CN 201510335108A CN 104988937 B CN104988937 B CN 104988937B
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- CN
- China
- Prior art keywords
- plastic envelope
- waterproof roll
- layer
- support tube
- plain concrete
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- 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 - Fee Related
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Abstract
The invention discloses a kind of water-impervious base arrangement, including plain concrete surface layer, plain concrete surface layer lower surface is provided with waterproof roll layer, between waterproof roll layer and plain concrete surface layer, support tube is installed, support tube is provided with bolt near end, support tube is provided with plastic envelope at the other end, plastic envelope is fixed on waterproof roll layer and plain concrete surface layer, support column is vertically installed in plastic envelope, support column top and bottom all integrally connecteds and plastic envelope between, support column is laterally equipped with current discharger.This water-impervious base arrangement is in construction, the problem of infiltration at temporary support columns can effectively be stoped, so that construction can be smoothed out, and advantageously ensure that Construction Quality, and greatly reduce because metal form die sinking complicated, costly and cycle length problem, diversified demand can be met, can preferably solve seepage problem.
Description
Technical field
The present invention relates to a kind of base arrangement, particularly to a kind of water-impervious base arrangement.
Background technology
Modern times are that building is standing puts the very deep basement of depth, and in digging process, foundation ditch avris can bear basement
Very big measurement power, in order to ensure the safety of foundation ditch, needs interim using inner support roof beam structure inner support post in base pit engineering
Supporting construction.Temporary support structure can play support foundation pit side-wall during excavation of foundation pit and basement main structure construction
Effect, thus providing safety guarantee for the construction of deep basal pit.But, due to depositing between temporary support columns and basement bottom board
In construction joint, therefore infiltration phenomenon often occurring, if processed to it not in time, both having hindered construction speed, impact building is applied again
Working medium amount, or even potential safety hazard occurs.
Content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, provide one kind in construction, can effectively stop interim
At support column, the problem of infiltration can be smoothed out so that constructing, and advantageously ensures that the water-impervious base plate of Construction Quality
Structure.
To achieve these goals, the technical solution used in the present invention is such：The water-impervious base arrangement of the present invention,
Including plain concrete surface layer, plain concrete surface layer lower surface is provided with waterproof roll layer, waterproof roll layer and plain concrete surface layer it
Between support tube is installed, support tube is provided with bolt near end, and support tube is provided with plastic seal at the other end
Set, plastic envelope is fixed on waterproof roll layer and plain concrete surface layer, is vertically provided with support column, support column in plastic envelope
Top and bottom all integrally connecteds and plastic envelope between, support column is laterally equipped with current discharger, current discharger one
End is each passed through support column and plastic envelope extends in waterproof roll layer, and its other end extends in plastic seal through plastic envelope
On set lateral surface, waterproof roll layer lower surface is connected with reinforced concrete floor, and reinforced concrete floor passes through built-in steel beam column
It is connected with waterproof roll layer.
Further, as a kind of specific version, reinforced concrete floor of the present invention and waterproof roll layer
Between be connected with rubber sheet gasket.
Further, as a kind of specific version, it is mixed that waterproof roll thickness degree of the present invention is respectively greater than element
Solidifying soil surface thickness and reinforced concrete floor thickness.
Further, as a kind of specific version, support tube of the present invention adopts stainless steel structure support tube.
Further, as a kind of specific version, support tube of the present invention has and passes through for bolt
Screwed hole, screwed hole more than one.
Further, as a kind of specific version, the built-in filter screen structure of current discharger of the present invention.
Compared with prior art, it is an advantage of the current invention that：This water-impervious base arrangement, in construction, can effectively stop and face
When support column at infiltration problem so that construction can be smoothed out, and advantageously ensure that Construction Quality, and greatly reduce
Because metal form die sinking is complicated, costly and cycle length problem, diversified demand can be met, can preferably solve to seep water
Problem.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；
In figure：1. plain concrete surface layer；2. waterproof roll layer；3. reinforced concrete floor；4. support tube；5. position spiral shell
Bolt；6. plastic envelope；7. support column；8. current discharger.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only with
Illustration illustrates the basic structure of the present invention, and therefore it only shows the composition relevant with the present invention.
The preferred embodiment of water-impervious base arrangement of the present invention as shown in Figure 1, including plain concrete surface layer 1, plain coagulation
Native surface layer 1 lower surface is provided with waterproof roll layer 2, is provided with support tube 4 between waterproof roll layer 2 and plain concrete surface layer 1, supports
Pipe 4 is provided with bolt 5 near end, and support tube 4 is provided with plastic envelope 6 at the other end, and plastic envelope 6 is fixing
On waterproof roll layer 2 and plain concrete surface layer 1, support column 7, support column 7 top and bottom are vertically installed in plastic envelope 6
Integrally connected all and plastic envelope 6 between, support column 7 is laterally equipped with current discharger 8, and current discharger 8 one end is respectively
Extend in waterproof roll layer 2 through support column 7 and plastic envelope 6, its other end extends in plastic envelope through plastic envelope 6
On 6 lateral surface, waterproof roll layer 2 lower surface is connected with reinforced concrete floor 3, and reinforced concrete floor 3 passes through built-in steel structure
Part is connected with waterproof roll layer 2, is connected with rubber sheet gasket between described reinforced concrete floor 3 and waterproof roll layer 2, described anti-
Water coiled material layer 2 thickness is respectively greater than plain concrete surface layer 1 thickness and reinforced concrete floor 3 thickness, and described support tube 4 is not using
Rust steel structure support pipe, described support tube 4 has and wears 5 screwed holes crossed, screwed hole more than one, described water for bolt
The built-in filter screen structure of slime flux outlet pipe 8.
The water-impervious base arrangement of the present invention in construction, can effectively stop at temporary support columns the problem of infiltration so that
Construction can be smoothed out, and advantageously ensures that Construction Quality, and greatly reduces because metal form die sinking complexity, expense
With high and cycle length problem, diversified demand can be met, can preferably solve seepage problem.Described reinforced concrete floor 3
It is connected with rubber sheet gasket and waterproof roll layer 2 between, rubber sheet gasket can play certain cushioning effect；Described waterproof roll layer 2
Thickness is respectively greater than plain concrete surface layer 1 thickness and reinforced concrete floor 3 thickness, and using effect is more preferably；Described support tube 4 is adopted
Use stainless steel structure support tube, it is to avoid use rear generation corrosion phenomena for a long time；Have on described support tube 4 and wear for bolt
5 screwed holes crossed, screwed hole more than one, conveniently according to practical situation regioselective；The built-in drainage screen of described current discharger 8
Structure, may filter that some impurity, it is to avoid blocking.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete
Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention
The content that property scope is not limited in description it is necessary to determine its technical scope according to right.
Claims (1)
1. a kind of water-impervious base arrangement, including plain concrete surface layer it is characterised in that：Plain concrete surface layer lower surface is provided with anti-
Water coiled material layer, is provided with support tube between waterproof roll layer and plain concrete surface layer, support tube is provided with positioning near end
Bolt, support tube is provided with plastic envelope at the other end, and plastic envelope is fixed on waterproof roll layer and plain concrete surface layer
On, support column is vertically installed in plastic envelope, supports column top and bottom all integrally connected, support column and plastic envelope between
On be laterally equipped with current discharger, current discharger one end is each passed through support column and plastic envelope extends in waterproof roll layer
Interior, its other end extends on plastic envelope lateral surface through plastic envelope, and waterproof roll layer lower surface is connected with reinforced concrete
Native base plate, reinforced concrete floor is connected with waterproof roll layer by built-in steel beam column；Described reinforced concrete floor and waterproof
It is connected with rubber sheet gasket between coiled material layer；Described waterproof roll thickness degree is respectively greater than plain concrete surface thickness and reinforced concrete
Native base plate thickness；Described support tube adopts stainless steel structure support tube；The spiral shell passing through for bolt is had on described support tube
Pit, screwed hole more than one；The built-in filter screen structure of described current discharger.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335108.0A CN104988937B (en) | 2015-06-17 | 2015-06-17 | Water-impervious base arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335108.0A CN104988937B (en) | 2015-06-17 | 2015-06-17 | Water-impervious base arrangement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104988937A CN104988937A (en) | 2015-10-21 |
| CN104988937B true CN104988937B (en) | 2017-03-01 |
Family
ID=54300819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510335108.0A Expired - Fee Related CN104988937B (en) | 2015-06-17 | 2015-06-17 | Water-impervious base arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104988937B (en) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1854860A1 (en) * | 2006-05-09 | 2007-11-14 | Stichting Geodelft | Biosealing |
| CN201593203U (en) * | 2010-01-25 | 2010-09-29 | 江苏双楼建设集团有限公司 | Hiddenly-distributed seepage-proof water guiding system of baseboard of basement |
| CN203334324U (en) * | 2013-06-13 | 2013-12-11 | 中国十七冶集团有限公司 | Basement water-seepage prevention device |
| CN103590413B (en) * | 2013-10-25 | 2016-02-10 | 上海建工二建集团有限公司 | A kind of plugging device |
| CN204343339U (en) * | 2014-12-11 | 2015-05-20 | 深圳市典汉濠建筑工程有限公司 | A kind of temporary support columns waterproof base plate |
-
2015
- 2015-06-17 CN CN201510335108.0A patent/CN104988937B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN104988937A (en) | 2015-10-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Yongqiang Inventor after: Chen Fuqiang Inventor after: Duan Liyan Inventor after: Zhang Huixiang Inventor after: Fu Guozhan Inventor after: Duan Lina Inventor after: Zhang Yu Inventor after: Zhang Zhijun Inventor after: Yuan Yanyang Inventor after: Pan Qingwei Inventor after: Chen Junjie Inventor before: Jiu Jiaxu |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20161206 Address after: Pingdingshan City, Henan province 467000 Zhanhe District of Henan province Baiguishan Reservoir Management Bureau Applicant after: Liu Yongqiang Applicant after: Fu Guozhan Applicant after: Duan Lina Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Applicant before: Chengdu Kechuang Jiasi Technology Co., Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170301 Termination date: 20170617 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |