CN203238992U - Complex large-scale underground life support pipe system - Google Patents
Complex large-scale underground life support pipe system Download PDFInfo
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- CN203238992U CN203238992U CN 201220717230 CN201220717230U CN203238992U CN 203238992 U CN203238992 U CN 203238992U CN 201220717230 CN201220717230 CN 201220717230 CN 201220717230 U CN201220717230 U CN 201220717230U CN 203238992 U CN203238992 U CN 203238992U
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- supporting
- pipeline
- line system
- underground pipe
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Abstract
The utility model relates to a complex large-scale underground life support pipe system which comprises a complex large-scale underground life support pipe system body. The complex large-scale underground life support pipe system is structurally characterized in that life support pipes of the underground life support system are distributed on the plane in a large-area mode, in other words, the life support pipes are distributed under the ground of a whole building, the life support pipes are of a multi-layer structure in space, the diameters of the life support pipes are different, and the diameters are from 50mm to 2000mm; the buried depth of the life support pipes goes deep into 1-8m under the ground; matched with the underground life support pipe system, a supporting structure of the underground life support pipe system is arranged, the supporting structure comprises a base plate, foundation piles and a positioning supporting structure, and the pipes of the underground life support pipe system are located in the space formed by the base plate, the foundation piles and the positioning supporting structure in an enclosing mode; the positioning supporting structure is a bearing plate structure or a lifting structure. The complex large-scale underground life support pipe system has the advantages of being short in construction cycle and reducing construction cost and construction difficulty of a whole stadium.
Description
Technical field
The utility model relates to a kind of pipe-line system with Yu Haiyang theme park or ocean park to be arranged, is specifically related to a kind of large complicated underground pipe-line system of supporting one's family, and is 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 greatly spatial multi and distributes, the pipeline of supporting one's family of each venue (keeping the pipeline of biological life in the venue of ocean) consists of 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, employing integral basement, the venue bottom supported one's family install pipeline in basement, but there is following subject matter in this scheme: 1. structure base slab 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 sidewall of basement in a big way, and structure side wall need be reserved large quantities of large 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, technique 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 large, 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, the long in time limit and design and construction defectives such as difficulty is large, are difficult to satisfy technique and the technical requirements of the underground system that supports one's family of large ocean animal venue.
The utility model content
The purpose of this utility model is in order to overcome the deficiencies in the prior art, a kind of large complicated underground pipe-line system 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.
The purpose of this utility model can realize by following scheme:
A kind of large complicated underground pipe-line system 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 in the plane the large tracts of land distribution, 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 enclose formation; The positioning support structure is supporting plate structure or hoisting structure.
The purpose of this utility model can also be achieved through the following technical solutions:
Further scheme of the present utility model: the supporting plate structure is made of the pipe holding plated construction, and hoisting structure is by davit or hang muscle and consist of.
Further scheme of the present utility model: 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 device for cleaning pipeline of supporting one's family is crossed and is hung muscle and be arranged under the base plate, and lower floor's device for cleaning pipeline of supporting one's family is crossed the 3rd pipeline supporting plate and is arranged on the pile cap of foundation pile.
Further scheme of the present utility model: 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 the first davit and the first pipeline supporting plate, two ends, the first pipeline supporting plate bottom are provided with the 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 utility model: 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 device for cleaning pipeline of supporting one's family is crossed and is hung muscle and be arranged on the base plate, supporting one's family in the middle level, device for cleaning pipeline is crossed the second davit and the second pipe supporting plate is suspended under the base plate, and lower floor's device for cleaning pipeline of supporting one's family is crossed the 3rd pipeline supporting plate and is arranged on the pile cap of foundation pile.
Further scheme of the present utility model: 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 utility model: 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, outside hanging muscle, be provided with trapezoidal concrete cushion, supporting one's family on trapezoidal concrete cushion and upper strata is provided with concrete between the pipeline, 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 utility model: described lower floor supports one's family install pipeline 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 utility model: install pipeline is supported one's family on the second pipe supporting plate in described middle level, and the two ends of second pipe supporting plate bottom are provided with the second side bar, and the second pipe supporting plate links to each other with base plate by many second davits at two ends.
Further scheme of the present utility model: support one's family pipeline below, described middle level has device for cleaning pipeline to cross and headroom when not enough counter the rising of the second side bar of described second pipe two ends of bearing plate.
The beneficial effects of the utility model:
The utility model 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 pipe holding plated construction, 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 large, 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
Below in conjunction with accompanying drawing the utility model is further described.
Specific embodiment 1:
Such as Fig. 1, Fig. 2 and shown in Figure 3, comprise the large complicated underground pipe-line system of supporting one's family, 1) is large tracts of land on the described underground pipe-line system plane of supporting one's family and distributes, 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 enclose formation; The positioning support structure is supporting plate structure or hoisting structure.
In the present embodiment:
The supporting plate structure can be made of pipe holding plated construction 4, and hoisting structure is by davit 5 or hang muscle 6 and consist of.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, mounting base 2 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 between base plate 2 and the foundation pile 3 in the space that forms.
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 large, substantially is covered with whole venue, 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 described the first pipeline supporting plate 4-1 is 200mm, two ends, the first pipeline supporting plate 4-1 bottom are provided with the 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, described the first davit 5-1 adopts the DZ01/DZ02 davit, distance between the first davit 5-1 of both sides is that the support one's family external diameter of pipeline 1-1 of upper strata adds 25mm, the height of described the first side bar 8 is 600mm, and the width of the first side bar and the first davit is 200mm.Other characteristics are identical with specific embodiment 1.
Specific embodiment 3:
Such 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 second pipe 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 pipe supporting plate 4-2, the thickness of second pipe supporting plate is 200mm, the two ends of second pipe supporting plate 4-2 bottom are provided with the second side bar 12, second pipe 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 pipe supporting plate between every 3m, described the second davit adopts the DZ01/DZ02 davit, distance between the davit of both sides is that the support one's family external diameter of pipeline of middle level adds 25mm, described middle level support one's family pipeline 1-2 below have pipeline 15 by and headroom when not enough, second side bar at described second pipe supporting plate 4-2 two ends instead plays 16, the Second Edge depth of beam is 600mm, and the width of the second side bar and the second davit is 200mm.
Other characteristics are identical with specific embodiment 1.
Claims (10)
1. the large complicated underground pipe-line system 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 in the plane the large tracts of land distribution, 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 enclose formation; The positioning support structure is supporting plate structure or hoisting structure.
2. a kind of large complicated underground pipe-line system of supporting one's family according to claim 1 is characterized in that: the supporting plate structure is made of pipe holding plated construction (4), and hoisting structure is by davit (5) or hang muscle (6) and consist of.
3. a kind of large complicated underground pipe-line system 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 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 the first davit (5-1) and the first pipeline supporting plate (4-1), the first pipeline supporting plate (4-1) two ends, bottom are provided with the 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 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 the second davit (5-2) and second pipe 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 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 systems 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 systems 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 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 pipe supporting plate (4-2), the two ends of second pipe supporting plate (4-2) bottom are provided with the second side bar (12), and second pipe 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 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 the second side bar (16) at described second pipe supporting plate (4-2) two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220717230 CN203238992U (en) | 2012-12-21 | 2012-12-21 | Complex large-scale underground life support pipe system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220717230 CN203238992U (en) | 2012-12-21 | 2012-12-21 | Complex large-scale underground life support pipe system |
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| Publication Number | Publication Date |
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| CN203238992U true CN203238992U (en) | 2013-10-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201220717230 Expired - Lifetime CN203238992U (en) | 2012-12-21 | 2012-12-21 | Complex large-scale underground life support pipe system |
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| CN (1) | CN203238992U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206097A (en) * | 2012-12-21 | 2013-07-17 | 广州市设计院 | Large complex underground life support pipeline system and supporting structure |
-
2012
- 2012-12-21 CN CN 201220717230 patent/CN203238992U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206097A (en) * | 2012-12-21 | 2013-07-17 | 广州市设计院 | Large complex underground life support pipeline system and supporting structure |
| CN103206097B (en) * | 2012-12-21 | 2016-06-15 | 广州市设计院 | A kind of large complicated underground life support pipeline system |
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Granted publication date: 20131016 |