CN203334323U - Basement waterproof layer - Google Patents
Basement waterproof layer Download PDFInfo
- Publication number
- CN203334323U CN203334323U CN201320349350XU CN201320349350U CN203334323U CN 203334323 U CN203334323 U CN 203334323U CN 201320349350X U CN201320349350X U CN 201320349350XU CN 201320349350 U CN201320349350 U CN 201320349350U CN 203334323 U CN203334323 U CN 203334323U
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- CN
- China
- Prior art keywords
- lightgage steel
- steel joist
- grooved
- basement
- tanking
- 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 - Fee Related
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Abstract
The utility model belongs to the building waterproof technical field and particularly relates to an internal waterproof structure of a multifunctional basement composite plate. The basement waterproof layer comprises an inner wall (14) of a basement, a floor (2) and a roof (1). The floor (2) is provided with a lower groove type light steel keel (5). The portion, directly facing the lower groove type light steel keel (5), of the roof (1) is provided with an upper groove type light steel keel (4). A light steel keel (3) is connected between the lower groove type light steel keel (5) and the upper groove type light steel keel (4). One side of the light steel keel (3) and the inner wall (14) are arranged at intervals. The other side of the light steel keel (3) is provided with composite plates (12). By the adoption of the installation type basement waterproof structure, the purposes of draining water and guiding gas are achieved, the gap between the waterproof layer and the inner wall can be minimized, and therefore the internal use area of the basement can be maximized.
Description
Technical field
The utility model belongs to the building waterproofing technique field, relates in particular to a kind of basement multi-functional clad plate inner waterproofing structure.
Background technology
Basement seeps water, leaks is current workmanship common fault, usually, the basement of building is because of geological conditions and groundwater table differs, can be subject to the effect of buoyancy force of underground water pressure in various degree, not only to consider the waterproof demand during construction, also will consider to sustain the job practices of hydraulic pressure, the hydraulic pressure that acts on building is and strengthens gradually trend according to its depth scale.Now, the waterproof method of basement is divided into outer anti-and interior anti-two kinds of modes usually, when the basement degree of depth is more shallow, is applicable to the inner waterproofing mode; The situation that the basement degree of depth is large, be applicable to outer waterproof type.But outer waterproof construction method not only waterproof effect is uncertain, also there is construction cost shortcoming too high and long in time limit, so generally, basementwaterproofing is used outer waterproof to add the job practicess such as wall body structure waterproof mostly.And the inner waterproofing structure adopted in existing construction technology, the theory of " take and block up as anti-" because being, passive meet water stifled anti-, waterproof effect is not good, aggravated the infiltration of interior wall, can't solve and cause inner waterproofing body structure surface dewfall, go mouldy because of temperature difference and humidity difference, thereby the overlap joint caused is insecure and disrepair phenomenon, change trouble after damaged, can't form effective basement and enclose the waterproof system of covering, easily produce in addition toxic gas during breaking out of fire, therefore being badly in need of a kind of structure can effectively form basement waterproofing structure.
The utility model content
Technique effect of the present utility model can overcome above-mentioned defect, and a kind of tanking is provided, its theory be dredge be main, dredge anti-combination, can eliminate the generation that causes inner waterproofing body structure surface dewfall, mildew phenomena because of temperature difference and humidity difference.
In order to achieve the above object, the technical scheme that the utility model adopts is: the interior wall, ground and the ceiling that comprise basement, ground is provided with lower grooved lightgage steel joist, ceiling up and down grooved lightgage steel joist over against position be provided with upper grooved lightgage steel joist, be connected lightgage steel joist between lower grooved lightgage steel joist and upper grooved lightgage steel joist, spaced between one side of lightgage steel joist and interior wall, the opposite side of lightgage steel joist is provided with composite plate.
In subterranean layer mine dam multi-functional clad plate mounting structure of the present invention, comprise the grooved lightgage steel joist that is fixed to subterranean layer ground and ceiling; With the interior wall isolation, between upper and lower grooved lightgage steel joist, a plurality of lightgage steel joists are installed; By not firing A level organic material plate and the synthetic multi-functional clad plate of compression heat-barrier material; Lightgage steel joist is reinforced ironware with the interior wall utilization and is connected; Above-mentioned multi-functional clad plate is fixed as the multi-functional clad plate underground waterproof wall mounting structure of feature with fastener material and the U-shaped ornamental strip of aluminium alloys.
Composite plate comprises isolation layer and organic fire-resisting layer, and isolation layer is arranged between lightgage steel joist and organic fire-resisting layer.Isolation layer adopts the foamed heat-insulating material plate, and the organic fire-resisting layer adopts A level organic material plate.
Between neighbouring composite plate and between composite plate and upper grooved lightgage steel joist, between composite plate and lower grooved lightgage steel joist, be respectively equipped with connection strap, connection strap is arranged on lightgage steel joist by securing member.
It is U-shaped that connection strap is, and opening part is embedded with sealing mat.
The lightgage steel joist centre position is equipped with the reinforcing ironware near a side of interior wall.
Upper grooved lightgage steel joist is fixed on ceiling by setscrew.
Lower lightgage steel joist fixes on the ground by setscrew.
Be provided with pad between lower grooved lightgage steel joist and ground.
The obtained beneficial effect of the utility model is: installation process can not destroyed metope in mine dam, during local damage, also be easy to change, breaking out of fire avoids generating toxic gas, the surface sweating, the mildew phenomena that cause because of temperature difference and psychrometric difference be can eliminate, basement stability and aesthetic property effect guaranteed.The utility model adopts the installing type basement waterproofing structure in addition, realizes the purpose of water-through and ventilating, and the spacing between interior wall can minimize, and accomplishes that the inner usable floor area of basement maximizes.
The accompanying drawing explanation
Fig. 1 is mounting structure schematic diagram of the present utility model;
Fig. 2 is A section enlarged diagram in Fig. 1;
Fig. 3 is B section enlarged diagram in Fig. 1;
Fig. 4 is C section enlarged diagram in Fig. 1;
Fig. 5 is D section enlarged diagram in Fig. 1;
In figure: 1. ceiling; 2. basement ground; 3. lightgage steel joist; 4. go up the grooved lightgage steel joist; 5. descend the grooved lightgage steel joist; 6. organic fire-resisting layer; 7. isolation layer; 8. connection strap; 9. sealing mat; 10. securing member; 11. reinforcing ironware; 12. composite plate; 13. setscrew; 14. interior wall; 15. pad.
The specific embodiment
Tanking of the present utility model, the interior wall 14, ground 2 and the ceiling 1 that comprise basement, ground 2 is provided with lower grooved lightgage steel joist 5, ceiling 1 up and down grooved lightgage steel joist 5 over against position be provided with upper grooved lightgage steel joist 4, be connected lightgage steel joist 3 between lower grooved lightgage steel joist 5 and upper grooved lightgage steel joist 4, spaced between one side of lightgage steel joist 3 and interior wall 14, the opposite side of lightgage steel joist 3 is provided with composite plate 12.
Claims (8)
1. a tanking, the interior wall (14), ground (2) and the ceiling (1) that comprise basement, it is characterized in that, ground (2) is provided with lower grooved lightgage steel joist (5), ceiling (1) up and down grooved lightgage steel joists (5) over against position be provided with upper grooved lightgage steel joist (4), be connected lightgage steel joist (3) between lower grooved lightgage steel joist (5) and upper grooved lightgage steel joist (4), spaced between one side of lightgage steel joist (3) and interior wall (14), the opposite side of lightgage steel joist (3) is provided with composite plate (12).
2. tanking according to claim 1, is characterized in that, composite plate (12) comprises isolation layer (7) and organic fire-resisting layer (6), and isolation layer (7) is arranged between lightgage steel joist (3) and organic fire-resisting layer (6).
3. tanking according to claim 2, it is characterized in that, between neighbouring composite plate (12) and between composite plate (12) and upper grooved lightgage steel joist (4), between composite plate (12) and lower grooved lightgage steel joist (5), be respectively equipped with connection strap (8), connection strap (8) is arranged on lightgage steel joist (3) by securing member (10).
4. tanking according to claim 3, is characterized in that, connection strap (8) is U-shaped, and opening part is embedded with sealing mat (9).
5. tanking according to claim 1, is characterized in that, lightgage steel joist (3) centre position is equipped with reinforcing ironware (11) near a side of interior wall (14).
6. tanking according to claim 1, is characterized in that, upper grooved lightgage steel joist (4) is fixed on ceiling (1) by setscrew (13).
7. tanking according to claim 1, is characterized in that, lower lightgage steel joist (5) is fixed on ground (2) by setscrew (13).
8. tanking according to claim 7, is characterized in that, between lower grooved lightgage steel joist (5) and ground (2), is provided with pad (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320349350XU CN203334323U (en) | 2013-06-18 | 2013-06-18 | Basement waterproof layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320349350XU CN203334323U (en) | 2013-06-18 | 2013-06-18 | Basement waterproof layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334323U true CN203334323U (en) | 2013-12-11 |
Family
ID=49703004
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320349350XU Expired - Fee Related CN203334323U (en) | 2013-06-18 | 2013-06-18 | Basement waterproof layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203334323U (en) |
-
2013
- 2013-06-18 CN CN201320349350XU patent/CN203334323U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20150618 |
|
| EXPY | Termination of patent right or utility model |