CN202559297U - Yacht harbor basin with large-scale underground space - Google Patents
Yacht harbor basin with large-scale underground space Download PDFInfo
- Publication number
- CN202559297U CN202559297U CN201120554448XU CN201120554448U CN202559297U CN 202559297 U CN202559297 U CN 202559297U CN 201120554448X U CN201120554448X U CN 201120554448XU CN 201120554448 U CN201120554448 U CN 201120554448U CN 202559297 U CN202559297 U CN 202559297U
- Authority
- CN
- China
- Prior art keywords
- basin
- underground space
- yacht
- scale
- space according
- 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
Links
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model provides a yacht harbor basin which is provided with a special waterproof and impermeable structure and a large-scale underground space. The yacht harbor basin comprises a yacht harbor basin body and an underground space arranged below the yacht harbor basin body. Specifically, the yacht harbor basin body is based on an underground space structure top plate, and a water guide layer is arranged between a yacht harbor basin body bottom plate and the underground space structure top plate. The water guide layer comprises a water exhaust plate or geotextile. The yacht harbor with the large-scale underground space is good in impermeable performance through design of the special waterproof and impermeable structure, can ensure flood prevention safety of the large-scale underground space below the yacht harbor basin body, fully utilizes city underground space, and relieves pressure of land, traffic and environment in ground construction of the city.
Description
Technical field
The utility model relates to a kind of yacht basin, relates in particular to a kind of yacht basin that can make full use of the underground space.
Background technology
Yacht is that senior durable consumer goods are used in a kind of amusement on water.It integrates functions such as navigation, motion, amusement, leisure, satisfies the needs that individual and family enjoy life; Along with the raising of expanding economy and resident living level, yacht is becoming the new consumer goods of people's amusement and leisure.
In recent years, three variations have appearred in yacht circle in all parts of the country, three upsurges occurred: the one, and yacht estate planning heat, yacht estate planning is done in a lot of cities, does the water system landscape planning; Second upsurge is yacht-club's construction fever; Past, a lot of yacht industries more were to make yacht; The yacht consumption market big cake of this piece is not also had enough attention, and since 2006, the whole nation had a lot of places to begin to build yacht-club or plans yacht-club; The 3rd upsurge is yacht commercial activity heat, and yacht is more and more accepted by the business people as a high-end carrier as effective carrier, and it has not been a sports products, but a leisure product also is the carrier of a commercial public affair.
The yacht basin is strong to environmental factor dependence; Generally build the area near water in water front territory in, cause a large amount of, highdensity exploitation compressing waterfront, partition is tackled in river, lake; Destroyed the continuity on water front border; The wetland of choked flow and absorption of contaminants almost disappears, and promptly can't give prominence to the spatial shape characteristics that the water surface is opened wide, and does not also meet design concepts such as " waterside is publicly-owned ", " hydrophilic is public rights and interests ".
It is the effective means that addresses this problem that the yacht basin is introduced land-based area.
But; In recent years; The Chinese city inner city is faced with on the ground, and developing density height, big, the original municipal infrastructure of urban highway traffic pressure face challenges such as transformation; Cause urban construction to run into the immense pressure of each side such as soil, traffic, environment, especially the metropolis aboveground space is overstocked, and land price rises suddenly and sharply.Along with the development of global advanced IT application, international cityization, the city to the demand of commercial, office space also in sustainable growth, corresponding therewith extensive redevelopment and cause that the city high-density region constantly enlarges.Therefore, land-based area occurs a large amount of yacht basins in the city, certainly will further cause city aboveground space land used nervous, and simultaneously, yacht basin periphery tends to concentrate a large amount of commercial areas, Office Area, exhibitions facility etc., and is therefore more crowded.
The utility model content
In order to solve city problems such as developing density is high, road traffic pressure is big on the ground; With each side pressure such as soil, environment, traffic in the alleviation urban construction; The utility model provides a kind of yacht basin that has the underground space; Its unique waterproof, leakage preventing structure design can be guaranteed the flood control safety of the yacht basin below underground space, for the development and use that realize the City's Waterfront aqua region underground space rationally and effectively provide a kind of new approach.
The purpose of the utility model provides a kind of yacht basin that has the underground space, comprises the underground space of yacht basin, yacht basin below.
Particularly, the yacht basin is the basis with said underground space structure top board, between basin base plate and underground space top board, is provided with the water guide layer, and the water guide layer is laid band drain, perhaps also is equipped with geotextiles.
Wherein, the basin plate upper surface can be provided with waterproof coating; Same underground space structure top board end face also can be provided with waterproofing course, can be waterproof coating or waterproof roll layer.
Wherein, said band drain is preferably plastic draining board; Thickness is preferably 25 ~ 40mm, more preferably 30mm.
Water guide layer between basin base plate and underground space top board, with thick coarse sand levelling, thick coarse sand particle diameter is preferably 15 ~ 25mm, more preferably 20mm.
Basin one side floor below also is provided with the gutter, and a small amount of steam that oozes out because of variations in temperature from the basin base plate is dredged to the gutter through band drain and in an organized way to be discharged.
Have a kind of preferred implementation of the yacht basin of the underground space according to this utility model, the part or all of pool wall of the basin outside is centered on by the exterior wall of underground space structure; Also be provided with second underground space around exterior wall.
The basin pool wall that is centered on by exterior wall is preferably cantilever construction, and at the pool wall top board force-transmitting block is set and is connected with exterior wall, and force-transmitting block is preferably the steel force-transmitting block.Perhaps the basin pool wall also can be the counterfort structure, and deep floor is established in the basin outside, and floor space is preferably 2 ~ 3.5m, more preferably 3.0m; Highly be preferably 1.5 ~ 5m, more preferably 2 ~ 4m; Thickness is preferably 300 ~ 550mm, more preferably 400mm.。
More preferably, infiltrate the gap between exterior wall and the basin pool wall in order to prevent rainwater, sheet material (like steel plate) can also be laid as water-retaining structure in the force-transmitting block top.
Preferably, fill coarse sand between exterior wall and the pool wall, exterior wall and pool wall spacing are preferably 1 ~ 2 m.
The pool wall that is not centered on by exterior wall partly is preferably the counterfort structure, and deep floor is established in the basin outside, and floor space is preferably 2 ~ 3.5m, more preferably 3.0m; Highly be preferably 1.5 ~ 5m, more preferably 2 ~ 4m; Thickness is preferably 300 ~ 550mm, more preferably 400mm.。
The utility model is said to be had in the yacht basin of the underground space, and basin pool wall and junction, floor can also be provided with level and strengthen the angle, are preferably dimensioned to be 300mm * 400mm; The pool wall corner can also be provided with vertical reinforcement angle, is preferably dimensioned to be 300mm * 300mm.
Basin base plate, pool wall all adopt monolithic reinforced concrete structure.In order to prevent to produce thermal cracking, said basin whenever is provided with Temperature Joint at a distance from 15 ~ 25m, stitches the wide 20 ~ 35mm that is preferably.Double-deck copper sheet sealing is set in the said Temperature Joint; Can also adopt rubber tile filling, fluid sealant lead sealing.
Basin pool wall and bottom thickness are preferably 400 ~ 500mm, and basin pool wall height is preferably 2.5 ~ 4m.
Be provided with column in the said underground space, the adjacent upright posts spacing is preferably 8 ~ 10m.
The underground space structure top plate thickness is preferably 450 ~ 600mm, more preferably 500mm.
Should be noted in the discussion above that the utility model has in the yacht basin of the underground space, said basin part can be in beyond the underground space exterior wall scope, at this moment, and the local thereupon outer enclosure wall top that extends underground space structure of underground space structure top board.
The yacht basin that has the underground space that the utility model provides; Unique waterproof, seepage control structure design has good antiseepage function; Can guarantee the flood control safety of the large-scale underground space in yacht basin below; Efficiently solve city problems such as on the ground developing density is high, road traffic pressure is big, the comprehensive development and utilization of realizing the City's Waterfront pool underground space for the pressure of alleviating each side such as soil, environment, traffic in the urban construction, rationally and effectively provides brand-new approach.
Therefore; The utility model has the yacht basin of the underground space; This traditional hydraulic architecture of yacht basin is combined with underground space comprehensive development and utilization; Help driving self and peripheral plot flood control capacity strengthens and the application in water landscape navigation structure, innovative shore, for metal promotes the landscape system project construction, promotes China's shore waterside town city yacht industry development, further explores landscape water resource and the underground space comprehensive development and utilization advanced person pattern technical support is provided.
Description of drawings
Fig. 1 has the yacht basin sectional structure sketch map of the underground space for the utility model;
Fig. 2 has the yacht basin leakage preventing structure sketch map of the underground space for the utility model;
Fig. 3 has a kind of example structure sketch map of the yacht basin of the underground space for the utility model.
The specific embodiment
The utility model provides a kind of yacht basin that has the underground space with unique waterproof, seepage control performance structure.With reference to the accompanying drawings 1 and 2; Through specific embodiment the yacht basin that the utility model has the underground space is carried out detailed introduction and description; So that better understand the utility model, but should be understood that following embodiment does not limit the utility model scope.
See figures.1.and.2, in the present embodiment, yacht basin 1 is positioned at the top of the underground space 2, and the underground space 2 can be parking lot, tunnel, commercial space etc.
At first, on the top board 21 of the underground space 1, lay the waterproof coating; Thick plastic draining board of upper berth 30mm and geotextiles with the levelling of 20mm particle diameter coarse sand, form water guide layer 3 then; Build yacht basin base plate 11 at last, and pool wall 12 etc.Inner surface at yacht basin 1 is provided with waterproof coating 10.
Among this law embodiment, the thickness of the base plate 11 of yacht basin 1 is 450mm, and pool wall 12 thickness also are 450mm, highly is 2.6m.
In order to prevent the generation of thermal cracking, basin is every to be provided with Temperature Joint at a distance from 20m, stitches wide 30mm, and double-deck copper sheet sealing is set in the shrinkage joint, and adopts rubber tile filling, fluid sealant lead sealing.
Side at yacht basin 1 can be provided with the gutter, from a small amount of steam that the basin base plate oozes out because of variations in temperature, is dredged to the gutter by plastic draining board.In the present embodiment, gutter top width 500mm, bottom width 200mm, the degree of depth is 250mm, is filled with rubble in the ditch.
The underground space 2 is a sandwich construction, and each layer is equipped with many root posts 22, as braced structures.Distance between the adjacent upright posts 22 is 8.4 ~ 8.5m.
Through above-mentioned design, yacht basin 1 has good antiseepage system ability, seepage can not take place underground space 2 is damaged, and has guaranteed the safety of the underground space 2.
On the basis of embodiment 1, yacht basin 1 is removed the side that ship lock is set, and the outside of other pool walls of three 12 is centered on by the exterior wall 23 of the underground space 2, and the pool wall 12 that is centered on by exterior wall 23 is cantilever construction, and pool wall 12 tops are provided with round steel as safety measure.
Distance between exterior wall 23 and the pool wall 12 (like the width in space 4 in 2) is 100mm, and fills with coarse sand.The top in space 4 is provided with steel force-transmitting block 5 even between pool wall 12 and the exterior wall 23, and the distance between the adjacent steel force-transmitting block is 1.5m.In order to prevent that rainwater from infiltrating in the space 4, the steel plate that 400mm is wide, 1mm is thick (arranging continuously) is laid as water-retaining structure in steel force-transmitting block 5 tops.4 fill backfill, coarse sand and/or rubble etc. in the space.
The side pool wall that yacht basin 1 is provided with ship lock is the counterfort structure, and 1.80m height, deep floor that 400mm is thick are established in the pool wall outside, and adjacent deep floor spacing 3.0m fills backfill, coarse sand and/or rubble between deep floor and pool wall.
The yacht basin of above-mentioned design, through test, water level can be higher than more than the surrounding ground 3m in the yacht basin 1, and seepage and danger can not take place.
With reference to Fig. 3, on the basis of embodiment 2, around yacht basin 1, be provided with also that second underground space, 25, the second underground spaces 25 can communicate with the underground space 2 in the foregoing description or different.
Column 24 is used to support exterior wall 23 between second underground space 25 and the underground space 2.
Second underground space 25 also can be underground commercial space, underground parking or tunnel etc.
The top of second underground space 25 can be built office, exhibitions facility, apartment hotel, reached commercial facility etc.
Those skilled in the art can be understood that the above-mentioned yacht basin of the utility model also can be by the basin of other aquatics programme equivalence replacement.
More than the specific embodiment of the utility model is described in detail, but it is just as example, the utility model is not restricted to the specific embodiment of above description.To those skilled in the art, any equivalent modifications that the utility model is carried out with substitute also all among the category of the utility model.Therefore, impartial conversion and the modification under spirit that does not break away from the utility model and scope, done all should be encompassed in the scope of the utility model.
More than the specific embodiment of the utility model is described in detail, but it is as example, the utility model is not restricted to the specific embodiment of above description.To those skilled in the art, any equivalent modifications that this practicality is carried out with substitute also all among the category of the utility model.Therefore, impartial conversion and the modification under spirit that does not break away from the utility model and scope, done all should be encompassed in the scope of the utility model.
Claims (10)
1. the yacht basin with the large-scale underground space is characterized in that, comprises the underground space of yacht basin, yacht basin below; The yacht basin is the basis with said underground space structure top board, between basin base plate and underground space top board, is provided with the water guide layer, and the water guide layer is laid band drain.
2. the yacht basin with the large-scale underground space according to claim 1 is characterized in that, basin pool wall and junction, floor are provided with level and strengthen the angle; The pool wall corner is provided with vertical reinforcement angle; Basin whenever is provided with Temperature Joint at a distance from 15～25m, stitches wide 20～35mm; Double-deck copper sheet sealing is set in the said Temperature Joint.
3. the yacht basin with the large-scale underground space according to claim 1 is characterized in that, the part or all of pool wall of the basin outside is centered on by the exterior wall of underground space structure; Also be provided with second underground space around exterior wall.
4. the yacht basin with the large-scale underground space according to claim 1 is characterized in that said band drain is the plastic draining board of 25～40mm thickness.
5. the yacht basin with the large-scale underground space according to claim 3 is characterized in that, the water guide layer is with the levelling of 15～25mm particle diameter coarse sand.
6. the yacht basin with the large-scale underground space according to claim 1 is characterized in that the basin plate upper surface is provided with waterproof coating.
7. the yacht basin with the large-scale underground space according to claim 1 is characterized in that basin pool wall and bottom thickness are 400～500mm, and basin pool wall height is 2.5～4m.
8. the yacht basin with the large-scale underground space according to claim 1 is characterized in that the underground space structure top plate thickness is preferably 450～600mm.
9. the yacht basin with the large-scale underground space according to claim 1 is characterized in that be provided with column in the said underground space, the adjacent upright posts spacing is preferably 8～10m.
10. the yacht basin with the large-scale underground space according to claim 1; It is characterized in that; Basin one side floor below also is provided with the gutter, and a small amount of steam that oozes out because of variations in temperature from the basin base plate is dredged to the gutter through band drain and in an organized way to be discharged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120554448XU CN202559297U (en) | 2011-12-27 | 2011-12-27 | Yacht harbor basin with large-scale underground space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120554448XU CN202559297U (en) | 2011-12-27 | 2011-12-27 | Yacht harbor basin with large-scale underground space |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202559297U true CN202559297U (en) | 2012-11-28 |
Family
ID=47208967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120554448XU Expired - Fee Related CN202559297U (en) | 2011-12-27 | 2011-12-27 | Yacht harbor basin with large-scale underground space |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202559297U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806413A (en) * | 2014-03-07 | 2014-05-21 | 江苏省交通科学研究院股份有限公司 | Dig-in harbor basin |
-
2011
- 2011-12-27 CN CN201120554448XU patent/CN202559297U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806413A (en) * | 2014-03-07 | 2014-05-21 | 江苏省交通科学研究院股份有限公司 | Dig-in harbor basin |
| CN103806413B (en) * | 2014-03-07 | 2016-03-23 | 江苏省交通科学研究院股份有限公司 | A kind of excavated basin |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544343B (en) | It is a kind of that system and installation method are saved based on the low source rainwater purification for influenceing exploitation | |
| CN101298782A (en) | Method and system for basement engineering water proof and water drain | |
| JP2010112163A (en) | Earthquake-resisting water-storage levee and installation construction method for the same | |
| CN203373705U (en) | Ecological slope protection | |
| CN205153080U (en) | Bury formula rainwater and hold and ooze device | |
| CN201485823U (en) | Anti-seepage structure of hydraulic asphalt concrete panel | |
| CN212477844U (en) | Basement drainage decompression anti-floating structure | |
| CN106088684B (en) | The sunk type square and its construction method that a kind of rainwater-collecting recycles | |
| CN105484132B (en) | A kind of construction method that novel water permeable pavement is mated formation | |
| CN201502019U (en) | Permeable ground structure | |
| CN202559297U (en) | Yacht harbor basin with large-scale underground space | |
| CN100567649C (en) | The structure of a kind of bottom of the reservior landfill waste residue | |
| CN203113863U (en) | Multi-layer structure water pool | |
| CN207469190U (en) | A kind of infitration galleries structure of efficient draining | |
| CN207862717U (en) | Porous pavement with pervious concrete column | |
| CN103184730B (en) | The waterfront landscape building of the comprehensive utilization underground space | |
| CN215670013U (en) | Structure of consolidated type underground water storage equipment | |
| CN210561998U (en) | Double-layer geomembrane seepage-proofing drainage structure and reservoir basin seepage-proofing drainage structure | |
| CN211972919U (en) | Based on tunnel portal half cutting section bed mud pumping renovation system that turns over | |
| CN212078000U (en) | Assembled cistern bottom basis | |
| CN209798765U (en) | Supporting system with unequal embedded depths of fender post and waterproof curtain | |
| CN203546551U (en) | Water-permeable type ecological garden road | |
| CN203066097U (en) | Piled raft foundation structure of stub-type pile bearing platform structure | |
| CN102677660B (en) | Quick pile-forming method and method for quickly building urban flyover by quick pile-forming method | |
| CN207194124U (en) | A kind of efficient linear drainage systems |
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: SHANGHAI INTERNAT SHIPPING SERVICE CENTER DEVELOPM Effective date: 20130130 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wu Pengcheng Inventor after: Mao Limei Inventor after: Zhao Yuan Inventor after: Tong Zhihua Inventor after: Fu Yu Inventor after: Yang Jingpei Inventor after: Xu Delin Inventor after: Zhu Min Inventor after: Xu Zhiqing Inventor after: Jiang Rui Inventor after: Yuan Guangchun Inventor before: Tong Zhihua Inventor before: Yang Jingpei Inventor before: Wu Pengcheng Inventor before: Zhu Min |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: TONG ZHIHUA YANG JINGPEI WU PENGCHENG CHUMIN TO: WU PENGCHENG TONG ZHIHUA FU YU YANG JINGPEI XU DELIN CHUMIN XU ZHIQING JIANG RUI YUAN GUANGCHUN MAO LIMEI ZHAO YUAN |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130130 Address after: 200092 Shanghai City, Tieling Road, No. 32, with the building on the same floor, building, floor, No. 5 Patentee after: Shanghai China Commumictions Water Transportation Design & Research Co.,Ltd. Patentee after: Shanghai International Shipping Service Center Development Co., Ltd. Address before: 200092 Shanghai City, Tieling Road, No. 32, with the building on the same floor, building, floor, No. 5 Patentee before: Shanghai China Commumictions Water Transportation Design & Research Co.,Ltd. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170214 Address after: 200433 Shanghai city Yangpu District Xiang Road No. 100 Patentee after: Shanghai China Commumictions Water Transportation Design & Research Co.,Ltd. Address before: 200092 Shanghai City, Tieling Road, No. 32, with the building on the same floor, building, floor, No. 5 Patentee before: Shanghai China Commumictions Water Transportation Design & Research Co.,Ltd. Patentee before: Shanghai International Shipping Service Center Development Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20191227 |