CN103206097A - Large complex underground life support pipeline system and supporting structure - Google Patents
Large complex underground life support pipeline system and supporting structure Download PDFInfo
- Publication number
- CN103206097A CN103206097A CN2012105639192A CN201210563919A CN103206097A CN 103206097 A CN103206097 A CN 103206097A CN 2012105639192 A CN2012105639192 A CN 2012105639192A CN 201210563919 A CN201210563919 A CN 201210563919A CN 103206097 A CN103206097 A CN 103206097A
- Authority
- CN
- China
- Prior art keywords
- pipeline
- family
- supporting
- line system
- underground pipe
- 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.)
- Granted
Links
Images
Landscapes
- Supports For Pipes And Cables (AREA)
Abstract
The invention relates to a large complex underground life support pipeline system and supporting structure which comprises a large complex underground life support pipeline system. The structure is characterized in that life support pipelines of the underground life support pipeline system are distributed in a large-area manner on a plane, namely distributed underground a whole building, the life support pipelines are spatially of multilayer structures, the diameters of the life support pipelines are different and range from 50mm to 2000mm, the life support pipelines are buried 1-8 meters deep into the ground, an underground life support pipeline system supporting structure is matched with the underground life support pipeline system and comprises a bottom plate, a foundation pile and a positioning and supporting structure, the pipelines of the underground life support pipeline system are positioned in a space enclosed by the bottom plate, the foundation pile and the positioning and supporting structure, and the positioning and supporting structure is a supporting plate structure or hoisting structure. The large complex underground life support pipeline system and supporting structure has the advantages that construction period is short, and the manufacturing cost and construction difficulty of a whole stadium are reduced.
Description
Technical field
The present invention relates to a kind of pipe-line system with Yu Haiyang theme park or ocean park and arrange, be specifically related to a kind of large complicated underground pipe-line system and braced structures of supporting one's family, be applicable to the large ocean venue.Belong to the building structure technology field.
Background technology
Vertical many ocean venues are arranged in the theme park of ocean, in each ocean venue, need be provided with the underground pipeline of supporting one's family, this is supported one's family, and the pipeline plane crosses in length and breadth, distribution reaches spatial multi greatly and distributes, the pipeline of supporting one's family of each venue (keeping the pipeline of biological life in the venue of ocean) constitutes the system that supports one's family, this system of supporting one's family is the core of each aquarium, whether the system that supports one's family perfects, be directly connected to the bandwagon effect of aquarium and the health of animal, and the key of the system's trouble-free operation that realizes supporting one's family is the layout setting of pipeline of supporting one's family.
In the prior art, two kinds of alternatives are arranged.
Scheme one, adopt whole basement, the pipeline of supporting one's family of venue bottom is arranged in the basement, but there is following subject matter in this scheme: 1. structure base plate anti-floating hydraulic depth reaches 9 meters, architecture basics and basement floor all need be done the resistance to plucking design in addition, and basement inside needs to support one's family in addition the pipeline support system again; 2. need set up basement sidewall in a big way, and structure side wall need be reserved large quantities of big holes in flakes; 3. construction costs is very high, and is long in time limit.
Scheme two, employing local subsidence formula tunnel, to support one's family and place the sunk type tunnel internal in the pipeline baseset, technology and the technical limitations of pipeline owing to support one's family, very difficult realization is concentrated on a large scale, the pipeline layout of supporting one's family is disperseed, area is big, the space complicated layout, so the sunk type tunnel is difficult to realize.
Comprehensively described, above-mentioned two kinds of existing structural concepts exist cost height, long in time limit and design and construction defectives such as difficulty is big, are difficult to satisfy technology and the technical requirements of the underground system that supports one's family of large ocean animal venue.
Summary of the invention
The objective of the invention is in order to overcome the deficiencies in the prior art, a kind of large complicated underground pipe-line system and braced structures of supporting one's family is provided, have simple in structure, structure be convenient to support one's family short, fixing-stable of layout, construction period of pipeline and cheap characteristics, be applicable to the large ocean venue.
Purpose of the present invention can realize by following scheme:
A kind of large complicated underground pipe-line system and braced structures of supporting one's family comprises the large complicated underground pipe-line system of supporting one's family, and its design feature is:
1) pipeline of supporting one's family of the described underground pipe-line system of supporting one's family is the large tracts of land distribution in the plane, namely is distributed in the underground of whole building, is sandwich construction on the space, and the diameter of the pipeline of supporting one's family differs, the diameter of pipeline is 50mm-2000mm; Support one's family the buried depth of pipeline in depth descending 1-8 rice;
2) supporting with the described underground pipe-line system of supporting one's family, be provided with the braced structures of the underground pipe-line system of supporting one's family, described braced structures comprises base plate, foundation pile and positioning support structure, and the pipeline of the underground pipe-line system of supporting one's family is positioned at the space that base plate, foundation pile and positioning support structure surround formation; The positioning support structure is supporting plate structure or hoisting structure.
Purpose of the present invention can also be achieved through the following technical solutions:
Further scheme of the present invention: the supporting plate structure is made of the pipeline support board structure, and hoisting structure is by davit or hang muscle and constitute.
Further scheme of the present invention: be two-layer structure on the underground pipe-line system space of supporting one's family, the pipeline of supporting one's family has two layers, the distance of pipeline and base plate is supported one's family within 1m in the upper strata, the upper strata pipeline of supporting one's family is arranged under the base plate by hanging muscle, and lower floor's pipeline of supporting one's family is arranged on the pile cap of foundation pile by the 3rd pipeline supporting plate.
Further scheme of the present invention: the diameter of pipeline is supported one's family more than or equal to 400mm in the upper strata, the upper strata pipeline of supporting one's family also is suspended under the base plate by first davit and the first pipeline supporting plate, two ends, the first pipeline supporting plate bottom are provided with first side bar, and the first pipeline supporting plate links to each other with base plate by many first davits at two ends.
Further scheme of the present invention: be two-layer structure on the underground pipe-line system space of supporting one's family, the pipeline of supporting one's family has three layers, the upper strata pipeline of supporting one's family is arranged on the base plate by hanging muscle, the middle level pipeline of supporting one's family is suspended under the base plate by second davit and the second pipeline supporting plate, and lower floor's pipeline of supporting one's family is arranged on the pile cap of foundation pile by the 3rd pipeline supporting plate.
Further scheme of the present invention: support one's family pipeline and lower floor of middle level supports one's family the diameter of pipeline more than or equal to 400mm.
Further scheme of the present invention: the described upper strata pipeline of supporting one's family is placed on and hangs on the muscle, hanging the muscle two ends links to each other with base plate, be provided with trapezoidal concrete cushion hanging the muscle outside, supporting one's family on trapezoidal concrete cushion and upper strata is provided with concrete between the pipeline, and the angle of described trapezoidal concrete cushion upper base is 60 °; The support one's family two ends on the 3rd pipeline supporting plate top of pipeline of described lower floor are provided with baffle plate, and supporting one's family in lower floor is provided with plain concrete between pipeline and the baffle plate.
Further scheme of the present invention: the described lower floor pipeline of supporting one's family is arranged on the 3rd pipeline supporting plate, and the two ends of the 3rd pipeline supporting plate bottom are provided with the 3rd side bar, and the 3rd side bar of an end is arranged on the pile cap of foundation pile.
Further scheme of the present invention: the described middle level pipeline of supporting one's family is arranged on the second pipeline supporting plate, and the two ends of the second pipeline supporting plate bottom are provided with second side bar, and the second pipeline supporting plate links to each other with base plate by many second davits at two ends.
Further scheme of the present invention: support one's family pipeline below, described middle level has pipeline to pass through and headroom when not enough, counter the rising of second side bar of the described second pipeline two ends of bearing plate.
Beneficial effect of the present invention:
The present invention since the multilayer that will cross in length and breadth, the complicated pipeline of supporting one's family according to the different level position, the positioning supports structure that adopts pipeline support board structure, davit or hang muscle is arranged, the base plate in pond of large ocean venue and the space between the venue pile have been effectively utilized, multi-layer piping reasonably is arranged on below the base plate in pond, realized the support structure to the large complicated underground pipe-line system of supporting one's family, solved that the pipeline layout of supporting one's family is disperseed, area is big, the problem of space complicated layout.Have construction period weak point, the cost that reduces whole venue and the beneficial effect of difficulty of construction.
Description of drawings
Fig. 1 is the structural representation of this specific embodiment 1.
Fig. 2 is the support one's family structural representation of pipeline of the lower floor of this specific embodiment 1.
Fig. 3 is the support one's family structural representation of pipeline of the upper strata of this specific embodiment 1.
Fig. 4 is the structural representation of this specific embodiment 2.
Fig. 5 is the structural representation of this specific embodiment 3.
Fig. 6 is the support one's family layout plan of pipeline of the middle level of this specific embodiment 3.
Fig. 7 is the sectional view of Fig. 6 A-A.
Fig. 8 is the elevation of Fig. 6.
The specific embodiment
The present invention is further illustrated below in conjunction with accompanying drawing.
Specific embodiment 1:
As Fig. 1, Fig. 2 and shown in Figure 3, comprise the large complicated underground pipe-line system of supporting one's family, 1) be large tracts of land on the described underground pipe-line system plane of supporting one's family and distribute, namely be distributed in the underground of whole building, be sandwich construction on the space, the diameter of the pipeline of supporting one's family differs, the diameter of pipeline is 50-200mm; Support one's family the buried depth of pipeline in depth descending 1-8 rice; 2) supporting with the described underground pipe-line system of supporting one's family, be provided with the braced structures of the underground pipe-line system of supporting one's family, described braced structures comprises base plate 2, foundation pile 3 and positioning support structure, and the pipeline of the underground pipe-line system of supporting one's family is positioned at the space that base plate 2, foundation pile 3 and positioning support structure surround formation; The positioning support structure is supporting plate structure or hoisting structure.
In the present embodiment:
The supporting plate structure can be made of pipeline support board structure 4, and hoisting structure is by davit 5 or hang muscle 6 and constitute.Be two-layer structure on the underground pipe-line system space of supporting one's family, the pipeline 1 of supporting one's family has two layers, the distance of pipeline 1-1 and base plate 2 is supported one's family within 1m in the upper strata, the upper strata pipeline 1-1 that supports one's family is arranged on base plate 2 times by hanging muscle 6, and the pipeline 1-3 that supports one's family of lower floor is arranged on the pile cap 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3.
The described pipeline of supporting one's family is the LSS pipeline, built pile cap 7 on the foundation pile 3, built pillar on the pile cap 7, base plate 2 is installed between the cap 4 on two pillars, the described pipeline 1 of supporting one's family is respectively by pipeline supporting plate 4 with hang muscle 6 and be arranged in the space of formation between base plate 2 and the foundation pile 3.
The described pipeline 1 of supporting one's family has two layers, and the distance of pipeline 1-1 and base plate 2 is supported one's family within 1m in described upper strata, and the upper strata pipeline 1-1 that supports one's family is arranged on base plate 2 times by hanging muscle 6, and the pipeline 1-3 that supports one's family of lower floor is arranged on the pile cap 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3.
The described upper strata pipeline 1-1 that supports one's family is placed on and hangs on the muscle 6, hanging muscle 6 two ends links to each other with base plate 2, built trapezoidal concrete cushion 9 (plain concrete layer) hanging muscle 6 outsides, the thickness of described trapezoidal concrete cushion 9 is 100mm, the angle of described trapezoidal concrete cushion 9 upper bases is 60 °, when the upper strata cast C20 concrete (plain concrete) between the pipeline 1-1 of supporting one's family on trapezoidal concrete cushion 9 and upper strata after pipeline 1-1 Installation and Debugging are finished of supporting one's family.
The pipeline 1-3 that supports one's family of described lower floor is placed on the 3rd pipeline supporting plate 4-3, the thickness of described the 3rd pipeline supporting plate is 200mm, the two ends of the 3rd pipeline supporting plate 4-3 bottom are provided with the 3rd side bar 11, the 3rd side bar 11 of one end is arranged on the pile cap 7 of foundation pile 3, the support one's family two ends on the 3rd pipeline supporting plate 4-3 top of pipeline 1-3 of lower floor are provided with baffle plate 13, described baffle plate 13 is along lower floor's moving towards to build fragment of brick being arranged of pipeline 1-1 of supporting one's family, the length and width of described fragment of brick are 200*300mm, and supporting one's family in lower floor is provided with plain concrete between pipeline 1-3 and the baffle plate 13.When lower floor support one's family pipeline 1-3 Installation and Debugging finish after at lower floor's plain concrete of cast of supporting one's family between pipeline 1-3 and the baffle plate 13.
Present embodiment is applied to the whale shark venue, the systematic comparison complexity of internally supporting one's family down of this venue.The underground pipe-line system of supporting one's family of this venue mainly contains following characteristics: 1. the plane distribution area is big, is covered with whole venue substantially, spatial multi; 2. the pipe diameter of supporting one's family (diameter 150mm～2000mm) not of uniform size; 3. the pipeline of supporting one's family embedding dark (the darkest below the pond baseboard reach 8 meters); 4. the pipeline of supporting one's family is strict to sedimentation and deformation.
As shown in Figure 4, the characteristics of present embodiment are: the described pipeline 1 of supporting one's family has two layers, the diameter of pipeline 1-1 is supported one's family more than or equal to 400mm in described upper strata, the described upper strata pipeline 1-1 that supports one's family can also be suspended to base plate 2 times by the first davit 5-1 and the first pipeline supporting plate 4-1, the pipeline 1-3 that supports one's family of lower floor is arranged on the pile cap 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3, the upper strata pipeline 1-1 that supports one's family is arranged on the first pipeline supporting plate 4-1, the thickness of the described first pipeline supporting plate 4-1 is 200mm, two ends, the first pipeline supporting plate 4-1 bottom are provided with first side bar 8, the first pipeline supporting plate 4-1 links to each other with base plate 2 by the many first davit 5-1 at two ends, be provided with first a davit 5-1 between every 3m, the described first davit 5-1 adopts the DZ01/DZ02 davit, distance between the first davit 5-1 of both sides adds 25mm for the support one's family external diameter of pipeline 1-1 of upper strata, the height of described first side bar 8 is 600mm, and the width of first side bar and first davit is 200mm.Other characteristics are identical with specific embodiment 1.
Specific embodiment 3:
As Fig. 5, Fig. 6, Fig. 7 and shown in Figure 8, the characteristics of present embodiment are: the described pipeline 1 of supporting one's family has three layers, the upper strata pipeline 1-1 that supports one's family is arranged on the base plate 2 by hanging muscle 6, the middle level pipeline 1-2 that supports one's family is suspended to base plate 2 times by the second davit 5-2 and the second pipeline supporting plate 4-2, and the pipeline 1-3 that supports one's family of lower floor is arranged on the pile cap 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3.
Support one's family pipeline 1-2 and lower floor of described middle level supports one's family the diameter of pipeline 1-3 more than or equal to 400mm, the described middle level pipeline 1-2 that supports one's family is arranged on the second pipeline supporting plate 4-2, the thickness of the second pipeline supporting plate is 200mm, the two ends of the second pipeline supporting plate 4-2 bottom are provided with second side bar 12, the second pipeline supporting plate 4-2 links to each other with base plate 2 by the many second davit 5-2 at two ends, be provided with second davit on the second pipeline supporting plate between every 3m, described second davit adopts the DZ01/DZ02 davit, distance between the davit of both sides adds 25mm for the support one's family external diameter of pipeline of middle level, described middle level support one's family pipeline 1-2 below have pipeline 15 by and headroom when not enough, second side bar at the described second pipeline supporting plate 4-2 two ends instead plays 16, the height of second side bar is 600mm, and the width of second side bar and second davit is 200mm.
Other characteristics are identical with specific embodiment 1.
Claims (10)
1. large complicated underground pipe-line system and the braced structures of supporting one's family comprises the large complicated underground pipe-line system of supporting one's family, and it is characterized in that:
1) pipeline of supporting one's family (1) of the described underground pipe-line system of supporting one's family is the large tracts of land distribution in the plane, namely is distributed in the underground of whole building, is sandwich construction on the space, and the diameter of the pipeline of supporting one's family differs, the diameter of pipeline is 50mm-2000mm; Support one's family the buried depth of pipeline in depth descending 1-8 rice;
2) supporting with the described underground pipe-line system of supporting one's family, be provided with the braced structures of the underground pipe-line system of supporting one's family, described braced structures comprises base plate (2), foundation pile (3) and positioning support structure, and the pipeline of the underground pipe-line system of supporting one's family is positioned at the space that base plate (2), foundation pile (3) and positioning support structure surround formation; The positioning support structure is supporting plate structure or hoisting structure.
2. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 1 is characterized in that: the supporting plate structure is made of pipeline support board structure (4), and hoisting structure is by davit (5) or hang muscle (6) and constitute.
3. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 2, it is characterized in that: be two-layer structure on the underground pipe-line system space of supporting one's family, the pipeline (1) of supporting one's family has two layers, the distance of pipeline (1-1) and base plate (2) is supported one's family within 1m in the upper strata, the upper strata pipeline (1-1) of supporting one's family is arranged under the base plate (2) by hanging muscle (6), and lower floor's pipeline (1-3) of supporting one's family is arranged on the pile cap (7) of foundation pile (3) by the 3rd pipeline supporting plate (4-3).
4. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 3, it is characterized in that: the diameter of pipeline (1-1) is supported one's family more than or equal to 400mm in the upper strata, the upper strata pipeline (1-1) of supporting one's family also is suspended under the base plate (2) by first davit (5-1) and the first pipeline supporting plate (4-1), first pipeline supporting plate (4-1) two ends, bottom are provided with first side bar (8), and the first pipeline supporting plate (4-1) links to each other with base plate (2) by many first davits (5-1) at two ends.
5. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 2, it is characterized in that: be two-layer structure on the underground pipe-line system space of supporting one's family, the pipeline (1) of supporting one's family has three layers, the upper strata pipeline (1-1) of supporting one's family is arranged on the base plate (2) by hanging muscle (6), the middle level pipeline (1-2) of supporting one's family is suspended under the base plate (2) by second davit (5-2) and the second pipeline supporting plate (4-2), and lower floor's pipeline (1-3) of supporting one's family is arranged on the pile cap (7) of foundation pile (3) by the 3rd pipeline supporting plate (4-3).
6. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 5 is characterized in that: support one's family pipeline (1-2) and lower floor of middle level supports one's family the diameter of pipeline (1-3) more than or equal to 400mm.
7. according to claim 4 or 6 described a kind of large complicated underground pipe-line system and braced structuress of supporting one's family, it is characterized in that: the described upper strata pipeline (1-1) of supporting one's family is placed on and hangs on the muscle (6), hanging muscle (6) two ends links to each other with base plate (2), outside hanging muscle (6), be provided with trapezoidal concrete cushion (9), supporting one's family on trapezoidal concrete cushion (9) and upper strata is provided with concrete (10) between the pipeline (1-1), the angle of described trapezoidal concrete cushion (9) upper base is 60 °; The support one's family two ends on the 3rd pipeline supporting plate (4-3) top of pipeline (1-3) of described lower floor are provided with baffle plate (13), and supporting one's family in lower floor is provided with plain concrete (14) between pipeline (1-3) and the baffle plate (13).
8. according to claim 4 or 6 described a kind of large complicated underground pipe-line system and braced structuress of supporting one's family, it is characterized in that: the described lower floor pipeline (1-3) of supporting one's family is arranged on the 3rd pipeline supporting plate (4-3), the two ends of the 3rd pipeline supporting plate (4-3) bottom are provided with the 3rd side bar (11), and the 3rd side bar (11) of an end is arranged on the pile cap (7) of foundation pile (3).
9. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 6, it is characterized in that: the described middle level pipeline (1-2) of supporting one's family is arranged on the second pipeline supporting plate (4-2), the two ends of second pipeline supporting plate (4-2) bottom are provided with second side bar (12), and the second pipeline supporting plate (4-2) links to each other with base plate (2) by many second davits (5-2) at two ends.
10. a kind of large complicated underground pipe-line system and braced structures of supporting one's family according to claim 9, it is characterized in that: described middle level support one's family pipeline (1-2) below have pipeline (15) by and headroom when not enough, counter the rising of second side bar (16) at described second pipeline supporting plate (4-2) two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210563919.2A CN103206097B (en) | 2012-12-21 | 2012-12-21 | A kind of large complicated underground life support pipeline system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210563919.2A CN103206097B (en) | 2012-12-21 | 2012-12-21 | A kind of large complicated underground life support pipeline system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103206097A true CN103206097A (en) | 2013-07-17 |
| CN103206097B CN103206097B (en) | 2016-06-15 |
Family
ID=48753487
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210563919.2A Active CN103206097B (en) | 2012-12-21 | 2012-12-21 | A kind of large complicated underground life support pipeline system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103206097B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105465486A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Basement roof pipeline slope control structure |
| CN108532740A (en) * | 2018-04-24 | 2018-09-14 | 上海市隧道工程轨道交通设计研究院 | Standby pipe structure cavity configuration and its application process are hung under a kind of upper cover building |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1175649A (en) * | 1997-07-23 | 1998-03-11 | 黄辉 | Method for construction structure of sea bottom park |
| DE10156950A1 (en) * | 2001-11-20 | 2004-04-08 | Heinze, Peter, Dr.-Ing. | Construction method for underwater tunnels with steel tunnel sections fabricated on land, acting as lost shuttering and water-protection for internal concrete lining, and completely fitted-out before lowering into water |
| BR0205577A (en) * | 2002-11-20 | 2004-08-03 | Fundacao De Amparo A Pesquisa | Ditch for accommodation of buried structures and process of accommodation of buried structures |
| CN201121768Y (en) * | 2007-11-23 | 2008-09-24 | 贵阳铝镁设计研究院 | Manufactory pipe network arrangement structure |
| CN201169781Y (en) * | 2008-02-22 | 2008-12-24 | 上海市政工程设计研究总院 | Cap digging pit structure |
| CN202220345U (en) * | 2011-09-27 | 2012-05-16 | 深圳市建筑设计研究总院有限公司 | Drain pipe system below community driveway |
| CN202228784U (en) * | 2011-06-15 | 2012-05-23 | 中国瑞林工程技术有限公司 | Comprehensive pipeline trench of large workshop for processing copper and copper alloy plate strips |
| CN203238992U (en) * | 2012-12-21 | 2013-10-16 | 广州市设计院 | Complex large-scale underground life support pipe system |
-
2012
- 2012-12-21 CN CN201210563919.2A patent/CN103206097B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1175649A (en) * | 1997-07-23 | 1998-03-11 | 黄辉 | Method for construction structure of sea bottom park |
| DE10156950A1 (en) * | 2001-11-20 | 2004-04-08 | Heinze, Peter, Dr.-Ing. | Construction method for underwater tunnels with steel tunnel sections fabricated on land, acting as lost shuttering and water-protection for internal concrete lining, and completely fitted-out before lowering into water |
| BR0205577A (en) * | 2002-11-20 | 2004-08-03 | Fundacao De Amparo A Pesquisa | Ditch for accommodation of buried structures and process of accommodation of buried structures |
| CN201121768Y (en) * | 2007-11-23 | 2008-09-24 | 贵阳铝镁设计研究院 | Manufactory pipe network arrangement structure |
| CN201169781Y (en) * | 2008-02-22 | 2008-12-24 | 上海市政工程设计研究总院 | Cap digging pit structure |
| CN202228784U (en) * | 2011-06-15 | 2012-05-23 | 中国瑞林工程技术有限公司 | Comprehensive pipeline trench of large workshop for processing copper and copper alloy plate strips |
| CN202220345U (en) * | 2011-09-27 | 2012-05-16 | 深圳市建筑设计研究总院有限公司 | Drain pipe system below community driveway |
| CN203238992U (en) * | 2012-12-21 | 2013-10-16 | 广州市设计院 | Complex large-scale underground life support pipe system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105465486A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Basement roof pipeline slope control structure |
| CN108532740A (en) * | 2018-04-24 | 2018-09-14 | 上海市隧道工程轨道交通设计研究院 | Standby pipe structure cavity configuration and its application process are hung under a kind of upper cover building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103206097B (en) | 2016-06-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104420480B (en) | The method for arranging of Collapsible Loess District comprehensive pipe network and structure | |
| CN207348091U (en) | A kind of assembled pipe gallery | |
| CN104060634B (en) | Water-stopping method and the structure of push pipe work well reserving hole | |
| CN205954798U (en) | Large -traffic, height falls poor drainage drop well | |
| CN101701461B (en) | Method for constructing energy-saving underground tube structure | |
| CN103206097A (en) | Large complex underground life support pipeline system and supporting structure | |
| CN204000963U (en) | The water-stopping structure of push pipe work well reserving hole | |
| CN203238992U (en) | Complex large-scale underground life support pipe system | |
| CN204608830U (en) | Novel underground pipe gallery | |
| CN103628487B (en) | Circular deep foundation ditch retaining wall reversed construction method | |
| CN203188366U (en) | House system built through single independent foundation | |
| CN203499620U (en) | Wellhead annular plate for single-shaft twin-well well drilling and well cementing | |
| CN203365760U (en) | Optical cable channel | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN207063007U (en) | A kind of walling crib ruggedized construction | |
| CN204491947U (en) | A kind of laminated floor slab | |
| CN204418559U (en) | A kind of bolt-type syndeton for connecting stair upper end | |
| CN203865359U (en) | Storage facility for housing industrialization pre-cast concrete component | |
| CN209482347U (en) | As the pipe gallery section of jurisdiction on pavement and gutter | |
| CN203327619U (en) | Multilayer strawberry planting trough | |
| CN202672187U (en) | Tubular column type reinforced gabion retaining wall | |
| CN201738429U (en) | Drainage inspection well | |
| CN202055256U (en) | Concentrated water diversion and drainage device for large-area water seepage slope surface | |
| CN105421499A (en) | Anti-floating construction method for basement | |
| CN205894833U (en) | Box -like base of matrix system of communication tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 510620 No. 3-5 East Sports street, sports east road, Guangzhou, Guangdong, Tianhe District Patentee after: Guangzhou Design Institute Group Co.,Ltd. Address before: 510620 No. 3-5 East Sports street, sports east road, Guangzhou, Guangdong, Tianhe District Patentee before: GUANGZHOU DESIGN INSTITUTE |