CN106320320A - Characteristics and application method of flat plate type drainage plates - Google Patents
Characteristics and application method of flat plate type drainage plates Download PDFInfo
- Publication number
- CN106320320A CN106320320A CN201610922791.2A CN201610922791A CN106320320A CN 106320320 A CN106320320 A CN 106320320A CN 201610922791 A CN201610922791 A CN 201610922791A CN 106320320 A CN106320320 A CN 106320320A
- Authority
- CN
- China
- Prior art keywords
- fulcrum
- flat
- draining board
- feature
- application process
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 15
- 239000002390 adhesive tape Substances 0.000 claims description 15
- 239000003351 stiffener Substances 0.000 claims description 15
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 210000002435 tendon Anatomy 0.000 claims description 4
- 230000007306 turnover Effects 0.000 claims description 3
- 239000004927 clay Substances 0.000 claims description 2
- 239000003292 glue Substances 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims 2
- 238000004026 adhesive bonding Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Building Environments (AREA)
Abstract
The invention discloses characteristics and an application method of flat plate type drainage plates. The drainage plates are respectively of a sheet shape or a roll shape, are provided with empty cup supporting points and can form an integral gap drainage layer in roofs, greening projects, underground projects, tunnels and roads. Each drainage plate is divided into a connection structure and a supporting point supporting structure in the left-right direction and in the front-back direction, different characteristics are designed according to different purposes of the drainage plates, and therefore the connection structures can be flat in whole and can form an auxiliary waterproof, damp-proof and root-resistant layer; and in the supporting point supporting area, higher compressive strength and more purposes can be realized, and therefore the plastic flat plates respectively of a sheet shape in whole can be multifunctional.
Description
One, technical field
The present invention is feature and the application process of flat draining board, relates to building and municipal works, for building roof
The drainage of the engineerings such as greening, underground engineering, tunnel, road.
Two, background technology
Lamellar or web-like plastic draining board have drum mould continuous rolling to produce and use flat plate mold clearance-type to produce
Mode;Draining space is made, in also making as plastering formwork with draining board with draining board with geotextiles combination in terms of purposes
Control is painted, or makes hollow floor with draining board as concrete form;In order to adapt to these different purposes, should be by flat draining
Plate is divided into left and right to couple, the structural feature that front and back couples and the feature in intermediate supports region, could preferably improve construction quality.
Three, summary of the invention
When the left and right fulcrum overlap joint of draining board door width, fulcrum overlapping meeting out-of-flatness or arch camber, can be by about draining board
The low 1mm to 12mm of plane of avris fulcrum, there is more preferable planarization at the position making left and right couple fulcrum overlapping.In order to make draining
Plate front and rear fulcrum overlap joint overlapping also reaches smooth, cuts line position, using draining board as front and back overlapping fulcrum at length direction
The low 1nn to 12mm of plane, there is more preferable planarization at the position making front and back to couple fulcrum overlapping.Again by the left and right two of draining board
The overlap joint fulcrum of side, and the fulcrum front and back overlapped, make side fulcrum rim of a cup big, and opposite side fulcrum rim of a cup is little;Can also do
Cheng Guangyuan oblique cone is round table-like, facilitates hasp, it is also possible to make the fulcrum of two row's hasps.It is above the connection side of fulcrum button fulcrum
Formula, it is also possible to flat board cover fulcrum way, coat adhesive tape in the left and right sides of draining board, flat board reverse side gluing
Bar, another side is coated with adhesive tape on the central flat of two fulcrums of side, and the flat board that left and right when coupling is covers at another side
Fulcrum rim of a cup on, two adhesive tape overlap overall levelings, reach bonding and couple, the above is all left and right, front and back couples feature.
In draining board fulcrum support region, then there is ribbed stiffener in the side of fulcrum to improve the intensity of draining board, improve
Prop up compressive strength for point contact;Also there is ribbed stiffener in plane between fulcrum, the rigidity of plane can be improved.In order to make draining board in greening
Have Water storage, or form upper and lower two-layer draining space, and hollow paint in increase with paint interlocking, then to
On fulcrum in the middle of make downward little fulcrum again, height, at 1mm to 12mm, becomes the fulcrum of positive and negative differing heights.Enter one again
Walk and convex tendon ribbed stiffener is made at the turnover edge of empty cup fulcrum with flat board, make fulcrum more have dynamics.Connection when flat draining board
After accessing better quality, hasp limit is carried out after coupling by hasp mutual to draining board again with adhesive tape, clay or glue rifle plastic squeeze
Airtight, can reach to assist waterproof, the effect of damp proof insulation.The present invention and the difference of the existing draining board waiting high pivot point, contour plane
Feature is to have the most contour positive and negative fulcrum, has the most contour plane, has the ribbed stiffener of various diverse location.
Coupling configuration about draining board is divided into by the present invention, front and back and two regions of fulcrum support structure, according to draining
The different purposes of plate, make the design of different characteristic further, make coupling configuration reach overall leveling, become one auxiliary waterproof,
Damp proof insulation and root-resistant puncturing layer, reach higher comprcssive strength and more purposes in fulcrum support region, makes moulding of overall lamellar
Material flat board reaches the effect on one-object-many-purposes way.
Four, accompanying drawing explanation
Fig. 1, Fig. 2, Fig. 3 are plane graph, 1-1 profile and the overlap joint schematic diagrams that limit, draining board left and right sides fulcrum is low;
Fig. 4, Fig. 5, Fig. 6 are to overlap the low plane graph of fulcrum, 2-2 profile and overlap joint schematic diagram before and after draining board;
Fig. 7, Fig. 8 are draining board left and right side gluing bar plane graph and the plane overlap adhesive tape bond graph to adhesive tape;
Fig. 9, Figure 10 are that fulcrum side has ribbed stiffener, plane to have plane graph and the 3-3 profile of ribbed stiffener;
Figure 11, Figure 12 are plane graph and the 4-4 profiles having upper and lower fulcrum.
Figure 13 is the convex tendon ribbed stiffener figure of sky cup fulcrum and flat board limit.
Five, specific implementation method
Left and right sides plane 2 at Fig. 1, Fig. 2, Fig. 3 is less than integral planar Fig. 1, when both sides fulcrum 3 and fulcrum 4 overlap joint weight
Time folded, plane 2 will not warp, when draining board waters concrete surface layer, or the ribbed stiffener of one concrete.
Fig. 4 is quantity-produced draining board, cuts off the position line 5 in every mould length, when the continuous several moulds of draining board it
After then 5 position severing, plane 2 is less than integral planar 1, it can be seen that front and back overlap joint fulcrum 3 and fulcrum 4 from Fig. 5, Fig. 6
Time overlapping, plane 2 will not warp, when draining board waters surface layer concrete, or one concrete ribbed stiffener.
Being all the mode of fulcrum overlapping connection from Fig. 1 to Fig. 6, Fig. 7, Fig. 8 then cover on empty cup fulcrum with flat board
Connecting mode, the draining board left and right sides be flat board under be coated with adhesive tape 6, another side is in the plane in the middle of the side fulcrum
It is coated with adhesive tape 7, followed by adhesive tape 6 directly to bond with adhesive tape 7.
Fig. 9, Figure 10 are that fulcrum side has ribbed stiffener 8, and flat board has plane graph and the profile of ribbed stiffener 9, can be independent
Apply respectively, it is also possible to combination application.
Figure 11, Figure 12 are at the plane graph of the oriented lower fulcrum in centre 11 of upwards fulcrum 10 and profile.
Figure 13 is that sky cup fulcrum has convex tendon ribbed stiffener 12 with flat board turnover edge.
Claims (10)
- The feature of the most flat draining board and application process, be that lamellar or web-like are had time the draining board of cup fulcrum, it is characterized in that: will The low 1mm to 12mm of plane of draining board left and right avris fulcrum, there is more preferable planarization at the position making left and right couple fulcrum overlapping.
- The feature of the most flat draining board and application process, be that lamellar or web-like are had time the draining board of cup fulcrum, it is characterized in that: will Draining board is as the low 1mm to 12mm of the plane front and back overlapping fulcrum, and making front and back to couple the overlapping position of fulcrum has the most flat Whole property.
- 3. as described in claim 1 and claim 2, the feature of flat draining board and application process, it is characterized in that: by draining The overlap joint fulcrum of the left and right sides of plate, and the fulcrum front and back overlapped, make side fulcrum rim of a cup big, opposite side fulcrum rim of a cup Little;Can be made into light circle oblique cone round table-like, facilitate hasp, it is also possible to make two row's hasp fulcrums.
- The feature of the most flat draining board and application process, is characterized in that: coats adhesive tape in the left and right sides of draining board, Flat board reverse side is coated with adhesive tape, and another side is coated with adhesive tape on the central flat of two fulcrums of side.
- 5. as claimed in claim 4, the feature of flat draining board and application process, it is characterized in that: when left and right couples Flat board covers on the fulcrum rim of a cup of another side, two adhesive tape overlaps, reaches bonding and couples overall leveling.
- The feature of the most flat draining board and application process, is characterized in that: there is ribbed stiffener the side of fulcrum, improves fulcrum pressure resistance Degree.
- 7. claim 6 with as described in, the feature of flat draining board and application process, it is characterized in that: the plane between fulcrum On also have ribbed stiffener, the rigidity of plane can be improved.
- The feature of the most flat draining board and application process, be lamellar or the draining board of web-like sky cup fulcrum, it is characterized in that: to On fulcrum in the middle of make downward little fulcrum again, height, at 1mm to 12mm, becomes the fulcrum of positive and negative differing heights.
- The feature of the most flat draining board and application process, improve sealing the most again, it is characterized in that: empty cup fulcrum is with flat Convex tendon ribbed stiffener is made at the turnover edge of plate, makes fulcrum more have dynamics.
- The feature of the most flat draining board and application process, improve sealing the most again, it is characterized in that: draining board is mutual Hasp limit is carried out airtight with adhesive tape, clay or glue rifle plastic squeeze after coupling by hasp again.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610922791.2A CN106320320A (en) | 2016-10-26 | 2016-10-26 | Characteristics and application method of flat plate type drainage plates |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610922791.2A CN106320320A (en) | 2016-10-26 | 2016-10-26 | Characteristics and application method of flat plate type drainage plates |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106320320A true CN106320320A (en) | 2017-01-11 |
Family
ID=57818437
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610922791.2A Pending CN106320320A (en) | 2016-10-26 | 2016-10-26 | Characteristics and application method of flat plate type drainage plates |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106320320A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107700470A (en) * | 2017-09-27 | 2018-02-16 | 上海三彩科技发展有限公司 | There are plastic draining board energy damp proof insulation, the waterproof of horizontal stiffener in overlap joint plane |
CN107700800A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Hollow rendering layer is made with plane drain bar with ribbing and keel |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20020044842A1 (en) * | 2000-02-10 | 2002-04-18 | Ianniello Peter J. | Void-maintaining geosynthetic laminates and drainage systems |
CN101096850A (en) * | 2006-06-29 | 2008-01-02 | 邹新建 | Plastics water discharge plate application method for underground engineering wall surface, bottom plating and top board |
CN101519872A (en) * | 2009-04-16 | 2009-09-02 | 江苏南水土建工程公司 | Cushion of inserted drain board for treating soft silt foundation |
-
2016
- 2016-10-26 CN CN201610922791.2A patent/CN106320320A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20020044842A1 (en) * | 2000-02-10 | 2002-04-18 | Ianniello Peter J. | Void-maintaining geosynthetic laminates and drainage systems |
CN101096850A (en) * | 2006-06-29 | 2008-01-02 | 邹新建 | Plastics water discharge plate application method for underground engineering wall surface, bottom plating and top board |
CN101519872A (en) * | 2009-04-16 | 2009-09-02 | 江苏南水土建工程公司 | Cushion of inserted drain board for treating soft silt foundation |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107700470A (en) * | 2017-09-27 | 2018-02-16 | 上海三彩科技发展有限公司 | There are plastic draining board energy damp proof insulation, the waterproof of horizontal stiffener in overlap joint plane |
CN107700800A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Hollow rendering layer is made with plane drain bar with ribbing and keel |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106677440A (en) | Roofing parapet water-floating structure and construction method thereof | |
CN203160283U (en) | Construction of horizontal construction joints of underground building waterproof outer walls | |
CN208717970U (en) | A kind of modified basement roof dilatation joint waterproof structure | |
CN110761311B (en) | Heat-insulation pasting structure of heat-insulation bridge of independent foundation of ultra-low energy consumption building and construction method | |
CN201695411U (en) | Waterproof system of bottom board and wall surface of basement | |
CN106320320A (en) | Characteristics and application method of flat plate type drainage plates | |
CN106284431A (en) | Phenomenon invention structure way according to water is complete waterproof theory | |
CN204343722U (en) | swimming pool gutter | |
CN210685016U (en) | Connection and lap joint structure of polyethylene polypropylene fiber waterproof coiled material | |
CN207110085U (en) | A kind of antiseep processing structure at expansion joint high-low bay | |
CN206205166U (en) | It is a kind of can synchronous crossed construction outer wall of basement waterproofing protection structure | |
CN206829513U (en) | A kind of roof covering water-proof structure | |
CN212926745U (en) | Multifunctional protective special-shaped sheet | |
CN103628574B (en) | The shockproof flush joint waterproof construction of skyscraper outside corridor and construction method | |
CN206266968U (en) | Carriageway paving structure | |
CN201679136U (en) | Hollow block for building | |
CN208950178U (en) | Roof boarding joining place deformation joint node waterproof structure between a kind of podium | |
CN211850290U (en) | Integrally-detachable large-scale roof access opening structure | |
CN209742065U (en) | Basement waterproof heat preservation wall structure | |
CN204186025U (en) | A kind of blocking-up heat bridge preventing water leakage side fascia | |
CN206397006U (en) | A kind of parapet of roofing flashing structure | |
CN207063190U (en) | A kind of fabricated structure waterproof construction | |
CN205134625U (en) | Prefabricated wall body in sealed damp -proofing roof | |
CN206467801U (en) | It is a kind of to be used for the moisture-proof construction of green assembled architecture lightgage steel joist wall | |
CN205387773U (en) | Magnesite cement disposable formwork floor system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |