CN103206097B - A kind of large complicated underground life support pipeline system - Google Patents
A kind of large complicated underground life support pipeline system Download PDFInfo
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- CN103206097B CN103206097B CN201210563919.2A CN201210563919A CN103206097B CN 103206097 B CN103206097 B CN 103206097B CN 201210563919 A CN201210563919 A CN 201210563919A CN 103206097 B CN103206097 B CN 103206097B
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Abstract
The present invention relates to a kind of large complicated underground life support pipeline system and supporting construction, including large complicated underground life support pipeline system, its construction features is in that: the pipeline of supporting one's family of described underground life support pipeline system is distributed, is namely distributed in the underground of whole building in the plane in large area, spatially in multiple structure, the diameter of 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; Supporting with described underground life support pipeline system, it is provided with the supporting construction of underground life support pipeline system, described supporting construction includes base plate, foundation pile and positioning support structure, and the pipeline of underground life support pipeline system is positioned at base plate, foundation pile and positioning support structure and encloses the space of formation; Positioning support structure is supporting plate structure or hoisting structure. The present invention has the beneficial effect of the construction period is short, reduce whole venue cost and difficulty of construction.
Description
Technical field
The present invention relates to the tubing of a kind of Yu Haiyang theme park or ocean park to arrange, be specifically related to a kind of large complicated underground life support pipeline system, it is adaptable to large ocean venue. Belong to building structure technology field.
Background technology
Vertical many ocean venues are had in the theme park of ocean, need to be provided with underground life support pipeline in the venue of each ocean, this pipeline plane of supporting one's family crosses in length and breadth, distribution big and spatial multi distribution, the pipeline of supporting one's family (maintaining the pipeline of biological life in the venue of ocean) of each venue constitutes a life-support system, this life-support system is the core of each aquarium, whether perfecting of life-support system, be directly connected to the bandwagon effect of aquarium and the health of animal, and realize life-support system trouble-free operation it is crucial that the layout of pipeline of supporting one's family is arranged.
In the prior art, there are two kinds of alternatives.
Scheme one, employing integral basement, the pipeline of supporting one's family of venue bottom is arranged in basement, but there is following subject matter in the program: 1. structure base slab anti-floating hydraulic depth reaches 9 meters, resistance to plucking design all separately need to be done in architecture basics and basement floor, need pipeline support system of separately supporting one's family inside basement again; 2. need to set up large range of sidewall of basement, and structure side wall need to reserve large quantities of big hole in flakes; 3. construction costs is significantly high, long in time limit.
Scheme two, employing local subsidence formula tunnel, to support one's family is placed in inside subsidence-style tunnel in pipeline baseset, technique and technical limitations due to pipeline of supporting one's family, it is difficulty with concentrating on a large scale, pipeline horizontal layout of supporting one's family dispersion, area are relatively big, complexity is arranged in space, and therefore subsidence-style tunnel is difficulty with.
Described in comprehensive, the existing organization plan of above two also exists that cost is high, long in time limit and the defect such as design and construction difficulty is big, is difficult to meet technique and the technology requirement of the underground life support system of large ocean animal venue.
Summary of the invention
The invention aims to overcome the deficiencies in the prior art, a kind of large complicated underground life support pipeline system is provided, have simple in construction, structure is easy to support one's family the layout of pipeline, the construction period is short, fixing-stable and cheap feature, it is adaptable to large ocean venue.
The purpose of the present invention can be realized by below scheme:
A kind of large complicated underground life support pipeline system, including large complicated underground life support pipeline system, its construction features is in that:
1) pipeline of supporting one's family of described underground life support pipeline system is distributed, is namely distributed in the underground of whole building in the plane in large area, and spatially in multiple structure, the diameter of 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 described underground life support pipeline system, it is provided with the supporting construction of underground life support pipeline system, described supporting construction includes base plate, foundation pile and positioning support structure, and the pipeline of underground life support pipeline system is positioned at base plate, foundation pile and positioning support structure and encloses the space of formation; Positioning support structure is supporting plate structure or hoisting structure.
The purpose of the present invention can also be achieved through the following technical solutions:
The further scheme of the present invention: supporting plate structure is made up of pipeline support board structure, hoisting structure is by davit or hangs muscle and constitutes.
The further scheme of the present invention: underground life support pipeline system is spatially in two-layer structure, pipeline of supporting one's family has two layers, the distance of pipeline and base plate is supported one's family within 1m in upper strata, upper strata pipeline of supporting one's family is arranged under base plate by hanging muscle, and lower floor's pipeline of supporting one's family is arranged on the pile framing of foundation pile by the 3rd pipeline supporting plate.
The further scheme of the present invention: the diameter of pipeline is supported one's family more than or equal to 400mm in upper strata, upper strata pipeline of supporting one's family is suspended under base plate also by the first davit and the first pipeline supporting plate, first two ends, pipeline supporting plate bottom is provided with the first side bar, and the first pipeline supporting plate is connected with base plate by many first davits at two ends.
The further scheme of the present invention: underground life support pipeline system is spatially in two-layer structure, pipeline of supporting one's family has three layers, upper strata pipeline of supporting one's family is arranged on base plate by hanging muscle, middle level pipeline of supporting one's family is suspended under base plate by the second davit and second pipe supporting plate, and lower floor's pipeline of supporting one's family is arranged on the pile framing of foundation pile by the 3rd pipeline supporting plate.
The further scheme of the present invention: the diameter of pipeline is supported one's family in middle level and lower floor supports one's family pipeline is more than or equal to 400mm.
The further scheme of the present invention: described upper strata pipeline of supporting one's family is placed on and hangs on muscle, hang muscle two ends to be connected with base plate, being provided with trapezoidal concrete cushion outside muscle hanging, supporting one's family at trapezoidal concrete cushion and upper strata is provided with concrete between 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 element concrete between pipeline and baffle plate.
The further scheme of the present invention: 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 one end is arranged on the pile framing of foundation pile.
The further scheme of the present invention: described middle level pipeline of supporting one's family is arranged on second pipe supporting plate, and the two ends of second pipe supporting plate bottom are provided with the second side bar, second pipe supporting plate is connected with base plate by many second davits at two ends.
The further scheme of the present invention: described middle level support one's family pipeline pipeline arranged below by and during headroom deficiency, the second side bar of described second pipe two ends of bearing plate is counter to be risen.
Beneficial effects of the present invention:
Due to the fact that the multilamellar crossed in length and breadth, complicated pipeline of supporting one's family according to different level position, adopt pipeline support board structure, davit or hang the positioning support structure of muscle and be arranged, efficiently utilize the space between the base plate in the pond of large ocean venue and venue pile, multi-layer piping is reasonably arranged on below the base plate in pond, achieve the structure to large complicated underground life support pipeline system to support, solve the problem that the dispersion of pipeline horizontal layout, area are relatively big, space layout is complicated of supporting one's family. There is the beneficial effect of the construction period is short, reduce whole venue cost and difficulty of construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of this specific embodiment 1.
Fig. 2 is that the lower floor of this specific embodiment 1 supports one's family the structural representation of pipeline.
Fig. 3 is to support one's family the structural representation of pipeline in 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 to support one's family the site plan of pipeline in 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.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further illustrated.
Specific embodiment 1:
As shown in Figure 1, Figure 2 and Figure 3, including large complicated underground life support pipeline system, 1) described underground life support pipeline system plane is distributed in large area, is namely distributed in the underground of whole building, spatially in multiple structure, the diameter of 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 described underground life support pipeline system, it is provided with the supporting construction of underground life support pipeline system, described supporting construction includes base plate 2, foundation pile 3 and positioning support structure, and the pipeline of underground life support pipeline system is positioned at base plate 2, foundation pile 3 and positioning support structure and encloses the space of formation; Positioning support structure is supporting plate structure or hoisting structure.
In the present embodiment:
Supporting plate structure can be made up of pipeline support board structure 4, and hoisting structure is by davit 5 or hangs muscle 6 and constitutes. Underground life support pipeline system is spatially in two-layer structure, 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 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 lower floor pipeline 1-3 that supports one's family is arranged on the pile framing 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3.
Described pipeline of supporting one's family is LSS pipeline, foundation pile 3 has been built pile framing 7, pillar built by pile framing 7, mounting base 2 between the cap 4 on two pillars, described in support one's family pipeline 1 respectively through pipeline supporting plate 4 and hang muscle 6 be arranged between base plate 2 and foundation pile 3 formed space in.
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 lower floor pipeline 1-3 that supports one's family is arranged on the pile framing 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 muscle 6, hang muscle 6 two ends to be connected with base plate 2, trapezoidal concrete cushion 9 (element concrete layer) has been built outside muscle 6 hanging, the thickness of described trapezoidal concrete cushion 9 is 100mm, the angle of described trapezoidal concrete cushion 9 upper base is 60 °, when upper strata support one's family pipeline 1-1 installation and debugging complete after trapezoidal concrete cushion 9 and upper strata support one's family between pipeline 1-1 pour into a mould C20 concrete element concrete 10.
The described lower floor pipeline 1-3 that supports one's family is placed on the 3rd pipeline supporting plate 4-3, the thickness of described 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 11,3rd side bar 11 of one end is arranged on the pile framing 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 be along lower floor support one's family pipeline 1-1 move towards build have fragment of brick, the length and width of described fragment of brick are 200*300mm, and supporting one's family in lower floor is provided with element concrete 14 between pipeline 1-3 and baffle plate 13. Support one's family between pipeline 1-3 and baffle plate 13 cast element concrete 14 in lower floor when lower floor supports one's family after pipeline 1-3 installation and debugging complete.
The present embodiment is applied to whale shark venue, this venue internally descend life-support system more complicated. The underground life support pipeline system of this venue mainly has following characteristics: 1. plane distribution area is big, is substantially covered with whole venue, spatial multi; 2. pipe diameter of supporting one's family (diameter 150mm～2000mm) not of uniform size; 3. pipeline of supporting one's family embedding relatively deep (as deep as 8 meters below pond baseboard); 4. pipeline of supporting one's family is strict to sedimentation and deformation requirement.
Specific embodiment 2
As shown in Figure 4, the feature of the present embodiment is: described in pipeline 1 of supporting one's family have 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 lower floor pipeline 1-3 that supports one's family is arranged on the pile framing 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 first pipeline supporting plate 4-1 is 200mm, first two ends, pipeline supporting plate 4-1 bottom is provided with the first side bar 8, first pipeline supporting plate 4-1 is connected with base plate 2 by the many first davit 5-1 at two ends, a first davit 5-1 it is provided with between every 3m, described first davit 5-1 adopts DZ01/DZ02 davit, distance between first davit 5-1 of both sides is that the external diameter of pipeline 1-1 is supported one's family plus 25mm in upper strata, the height of described first side bar 8 is 600mm, the width of the first side bar and the first davit is 200mm. other features are identical with specific embodiment 1.
Specific embodiment 3:
As shown in Fig. 5, Fig. 6, Fig. 7 and Fig. 8, the feature of the present embodiment is: described in pipeline 1 of supporting one's family have three layers, the upper strata pipeline 1-1 that supports one's family arranges on a 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 lower floor pipeline 1-3 that supports one's family is arranged on the pile framing 7 of foundation pile 3 by the 3rd pipeline supporting plate 4-3.
The diameter of pipeline 1-2 is supported one's family in described middle level and lower floor supports one's family pipeline 1-3 is more than or equal to 400mm, the described middle level pipeline 1-2 that supports one's family is arranged on 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 is connected with base plate 2 by the many second davit 5-2 at two ends, second pipe supporting plate is provided with second davit between every 3m, described second davit adopts DZ01/DZ02 davit, distance between the davit of both sides is that the external diameter of pipeline is supported one's family plus 25mm in middle level, described middle level support one's family pipeline 1-2 pipeline 15 arranged below by and during headroom deficiency, second side bar at described second pipe supporting plate 4-2 two ends is counter plays 16, second limit depth of beam is 600mm, the width of the second side bar and the second davit is 200mm.
Other features are identical with specific embodiment 1.
Claims (7)
1. a large complicated underground life support pipeline system, including large complicated underground life support pipeline system, it is characterised in that:
1) pipeline of supporting one's family (1) of described underground life support pipeline system is distributed, is namely distributed in the underground of whole building in the plane in large area, and spatially in multiple structure, the diameter of 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 described underground life support pipeline system, it is provided with the supporting construction of underground life support pipeline system, described supporting construction includes base plate (2), foundation pile (3) and positioning support structure, and the pipeline of underground life support pipeline system is positioned at base plate (2), foundation pile (3) and positioning support structure and encloses the space of formation; Positioning support structure is supporting plate structure or hoisting structure;
3) underground life support pipeline system is spatially in two-layer structure, 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 upper strata, upper strata pipeline (1-1) of supporting one's family is arranged under base plate (2) by hanging muscle (6), and lower floor's pipeline (1-3) of supporting one's family is arranged on the pile framing (7) of foundation pile (3) by the 3rd pipeline supporting plate (4-3); Described upper strata pipeline (1-1) of supporting one's family is placed on and hangs on muscle (6), hang muscle (6) two ends to be connected with base plate (2), it is provided with trapezoidal concrete cushion (9) hanging muscle (6) outside, supporting one's family at trapezoidal concrete cushion (9) and upper strata and be provided with concrete (10) between 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 element concrete (14) between pipeline (1-3) and baffle plate (13); Or underground life support pipeline system is spatially in two-layer structure, pipeline (1) of supporting one's family has three layers, upper strata pipeline (1-1) of supporting one's family is arranged on base plate (2) by hanging muscle (6), middle level pipeline (1-2) of supporting one's family is suspended under 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 framing (7) of foundation pile (3) by the 3rd pipeline supporting plate (4-3).
2. the large complicated underground life support pipeline system of one according to claim 1, it is characterised in that: supporting plate structure is made up of pipeline support board structure (4), and hoisting structure is by davit (5) or hangs muscle (6) and constitutes.
3. the large complicated underground life support pipeline system of one according to claim 1, it is characterized in that: the diameter of pipeline (1-1) is supported one's family more than or equal to 400mm in upper strata, upper strata pipeline (1-1) of supporting one's family is suspended under base plate (2) also by the first davit (5-1) and the first pipeline supporting plate (4-1), 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) is connected with base plate (2) by many first davits (5-1) at two ends.
4. the large complicated underground life support pipeline system of one according to claim 1, it is characterised in that: the diameter of pipeline (1-2) is supported one's family in middle level and lower floor supports one's family pipeline (1-3) is more than or equal to 400mm.
5. the large complicated underground life support pipeline system of one according to claim 3 or 4, it is characterized in that: 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 one end is arranged on the pile framing (7) of foundation pile (3).
6. the large complicated underground life support pipeline system of one according to claim 4, it is characterized in that: described middle level pipeline (1-2) of supporting one's family is arranged on 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) is connected with base plate (2) by many second davits (5-2) at two ends.
7. the large complicated underground life support pipeline system of one according to claim 6, it is characterized in that: described middle level support one's family pipeline (1-2) pipeline arranged below (15) by and during headroom deficiency, second side bar at described second pipe supporting plate (4-2) two ends is counter plays (16).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210563919.2A CN103206097B (en) | 2012-12-21 | 2012-12-21 | A kind of large complicated underground life support pipeline system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210563919.2A CN103206097B (en) | 2012-12-21 | 2012-12-21 | A kind of large complicated underground life support pipeline system |
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| CN103206097B true CN103206097B (en) | 2016-06-15 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
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| 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 |
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