CN201908319U - Support member for energy-storing underground cistern - Google Patents
Support member for energy-storing underground cistern Download PDFInfo
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- CN201908319U CN201908319U CN2010206779469U CN201020677946U CN201908319U CN 201908319 U CN201908319 U CN 201908319U CN 2010206779469 U CN2010206779469 U CN 2010206779469U CN 201020677946 U CN201020677946 U CN 201020677946U CN 201908319 U CN201908319 U CN 201908319U
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- energy
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- accumulation
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- side bar
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Abstract
The utility model relates to a support member for an energy-storing underground cistern, which comprises more than six adjacently-connected support modules, wherein each support module is a framework structure which is made of reinforced concrete and is provided with side beams; the side beams are provided with more than six surfaces; the peripheries of the framework structure have a function of supporting; openings communicated with a hollow core part are respectively formed on the upper surface, the lower surface and two lateral surfaces of each support module; various support modules are sequentially arranged along the transverse direction, the longitudinal direction and the vertical direction; connected side beams on support modules are connected by fasteners, or are coated by shroud rings and welded or connected by fasteners; and each support block at the periphery is at least provided with a closed surface. By using the energy-storing underground cistern, the construction operation load is reduced and the consumption of the reinforced concrete is reduced. In addition, the structure of the cistern is stable.
Description
Technical field
The utility model relates to the supporting member that is used for the accumulation of energy underground tank, belongs to the air-conditioning system technical field.
Background technology
Raising along with development of modern industry and living standards of the people, the popularity rate of central air-conditioning more and more widely, its power consumption also increases day by day, some big and medium-sized cities central authorities power consumptions have accounted for more than 20% of its peak power consumption, make power system peak load difference strengthen, the network load rate descends, and electrical network has to carry out power cuts to limit consumption, and normal production of people and life are brought adverse effect.One of effective way that addresses this problem is to use energy accumulating technique, with air conditioning electricity from daytime the peak period transfer to the night dip phase, balanced urban distribution network load reaches the purpose of peak load shifting.The principle of energy accumulating technique in brief, is to utilize the unnecessary charged power of paddy of electrical network at the night source pump that remains in operation, and with the form of ice or hot and cold water energy is stored, and releases energy by day during peak of power consumption.But the most frequently used accumulation of energy mode mainly contains two big classes: ice accumulation of energy and water accumulation of energy.But be the space that water accumulation of energy or ice accumulation of energy all need to carry these accumulation of energy carriers, just how the accumulation of energy pond designs an energy storage pool that construction is simple and cheap, is important research direction of new forms of energy industry.
The accumulation of energy pond as shown in Figure 1 at present, each face of pond all adopts reinforced concrete structure, the pool wall 2 of pond interior plate and base plate all lays water-proof heat-insulation layer 3, and insulation cover plate 1 below adopts spandrel girder to guarantee the earthing load-bearing requirement of top, and 4 dozens of pond uplift piles are on the subsurface rock layer.Therefore mainly there are 2 weak points in the structure in this accumulation of energy pond: 1, the stressed complexity in pond, stressed span are big.Because the accumulation of energy pond of this kind structure is built in underground, and the rigid structures of employing steel concrete, be subjected to buoyancy force of underground water, self gravitation, load-bearing pile support force, all around facade outside ground pressure, inboard pool inner water pressure, ground earthing pressure and because of different formed shearing force difference, the seismic wave influence of each point settling rate formed laterally and longitudinal shear power etc., make that all the Force Calculation in underground energy-accumulation pond is very complicated, so the safety factor of considering when designing and producing is a lot, safety factor is bigger, and structure and configuration requirement are all very high.Moreover, make that stressed span is bigger because accumulation of energy pond pressure-bearing surface area is big, in order to keep the stable and safety of structure, make that the use amount of steel concrete is very big.2, the pond cost height of unit volume.At present the heavy excavation construction is wanted in the accumulation of energy pond, do waterproof, bank protection etc., makes operating expenses higher, and the steel concrete use amount owing to this way is big in addition, thus the pond cost up to 1000 yuan/m3 about.3, limit by landform and structure, the volume in accumulation of energy pond is limited.Owing to be subjected to the restriction of engineering land used and accumulation of energy pond own characteristic, the volume in underground energy-accumulation pond is generally thousands of cubic meters, therefore the air-conditioning system accumulation of energy that can provide is very limited, generally can only satisfy the energy supply requirement of a building or adjacent several buildings, can't satisfy the requirement of compartmentalization energy supply.Therefore certain effect of contraction has been played for the development of air-conditioning new energy technology in present accumulation of energy pond.
Summary of the invention
The purpose of this utility model provides and a kind ofly provides a kind of and can reduce the construction operation amount in order to solve the deficiency in above-mentioned traditional accumulation of energy pond, has reduced the supporting member of steel concrete use amount and constitutionally stable accumulation of energy underground tank again.
The utility model is that the technical scheme that achieves the above object is: a kind of supporting member that is used for the accumulation of energy underground tank, it is characterized in that: the supporting module that comprises adjacent connection more than six, described each supporting module is to make with steel concrete to have more than six, and periphery has the frame construction of passive side bar, on each supporting module, following two sides and two sides are provided with communicate with hollow core uncovered, each supporting module is arranged according to the order of sequence along horizontal and vertical and vertical direction, and the side bar that respectively joins on each supporting module connects by securing member, or be surrounded by shroud ring and welding on the side bar that respectively joins on each supporting module or connect by securing member, and each supporting module of periphery has a sealing surface at least.
The utility model has the following advantages after adopting technique scheme:
1, the accumulation of energy pool construction is stable.Supporting member of the present utility model comprises the interconnective supporting module made from steel concrete more than six, and each supporting module is the support frame structure that has more than six, and supporting module upper and lower surface and at least two sides have communicate with hollow core uncovered, support each face in accumulation of energy pond by the side bar of a plurality of supporting module frame constructions, simultaneously can carry out current stabilization and buffering to recirculated water by each supporting module, the recirculated water that reduces to flow is to the influence in accumulation of energy pond.The utility model is placed the supporting member that a plurality of supporting modules constitute in the accumulation of energy pond, can be to stressed the cutting apart on each face in accumulation of energy pond, thereby a big stressed span is divided into several little stressed spans, can reduce facade outside ground pressure around the pond, inboard pool inner water pressure, ground earthing pressure and because the different shearing forces that form of difference settling rate, seismic wave influence are formed laterally and longitudinal shear power etc., Stability Analysis of Structures.
2, reduce the construction operation amount, cost is low.The utility model can adopt the drop shaft sinking construction, need not operation processing such as uplift pile, each supporting module is batch production production, reduced the steel concrete use amount significantly, because site assembly, the construction operation amount reduces, and accumulation of energy pond cost can reduce about 70%, and help large-area construction, can satisfy the energy supply requirement of the building of different area.
Description of drawings
Below in conjunction with accompanying drawing embodiment of the present utility model is described in further detail.
Fig. 1 is the structural representation in former traditional accumulation of energy pond.
Fig. 2 is the structural representation that the utility model supporting member is installed in the accumulation of energy pond.
Fig. 3 is the structural representation of a kind of supporting member of the utility model.
Fig. 4 is the structural representation after two back-up blocks of the utility model connect.
Fig. 5 is the A place structure for amplifying schematic diagram of Fig. 4.
Fig. 6 is the structural representation of the another kind of supporting member of the utility model.
Wherein: 1-is incubated cover plate, the 2-pool wall, and the 3-water-proof heat-insulation layer, the 4-uplift pile, the 5-supporting module, the 51-side bar, 52-is uncovered, 53-sealing surface, 6-shroud ring, 7-securing member.
The specific embodiment
See shown in Fig. 2～5, the utility model is used for the supporting member of accumulation of energy underground tank, the supporting module 5 that comprises adjacent connection more than six, each supporting module 5 is to make with steel concrete to have more than six, and periphery has the frame construction of passive side bar 51, on each supporting module 5, following two sides and two sides be provided with communicate with hollow core uncovered 52, this edge of uncovered 52 can be near side bar 51 places, each supporting module 5 is arranged according to the order of sequence along horizontal and vertical and vertical direction, and the side bar 51 that respectively joins on each supporting module 5 can connect by securing member 7, perhaps the side bar 51 that respectively joins on each supporting module 5 is surrounded by shroud ring 6, can be by welding or shroud ring 6 is fixing by securing member 7, and each supporting module 5 of periphery has a sealing surface at least, withstands on by this sealing surface on the pool wall in pond.Supporting module 5 of the present utility model is illustrated in figure 3 as the cuboid frame construction, or as shown in Figure 6, supporting module 5 is octahedra frame construction, it can also be the frame construction of multiaspect more, and the length of every supporting module 5 is at 1～2.5m, and width is at 0.5～2.5m, and height is at 0.5～2.5m, and the width of the side bar 51 of framework and thickness are at 0.1～0.25m, and the thickness of supporting module 5 sealing surfaces is greater than 80mm.See shown in Figure 6ly, use the same method that the supporting module 5 of available octahedra frame construction makes the accumulation of energy pond.
Claims (4)
1. the supporting member that is used for the accumulation of energy underground tank according to claim 1, it is characterized in that: the supporting module (5) that comprises adjacent connection more than six, described each supporting module (5) is to make with steel concrete to have more than six, and periphery has the frame construction of passive side bar (51), on each supporting module (5), following two sides and at least two sides are provided with uncovered (52) that communicate with hollow core, each supporting module (5) is arranged according to the order of sequence along horizontal and vertical and vertical direction, and the side bar that respectively joins (51) on each supporting module (5) connects by securing member, or be surrounded by shroud ring on the side bar that respectively joins on each supporting module (5) also by welding or by the securing member connection, and each supporting module of periphery (5) has a sealing surface (53) at least.
2. the supporting member that is used for the accumulation of energy underground tank according to claim 1 is characterized in that: described supporting module (5) is the cuboid frame construction, or octahedra frame construction.
3. the supporting member that is used for the accumulation of energy underground tank according to claim 1 is characterized in that: the length of described supporting module (5) is at 1～2.5m, and width is at 0.5～1m, and height is at 0.3～1m, and side bar (51) width and thickness are at 0.1～0.25m.
4. the supporting member that is used for the accumulation of energy underground tank according to claim 1 is characterized in that: the thickness of the sealing surface (53) of described supporting module (5) is greater than 80mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206779469U CN201908319U (en) | 2010-12-24 | 2010-12-24 | Support member for energy-storing underground cistern |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206779469U CN201908319U (en) | 2010-12-24 | 2010-12-24 | Support member for energy-storing underground cistern |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201908319U true CN201908319U (en) | 2011-07-27 |
Family
ID=44300523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206779469U Expired - Lifetime CN201908319U (en) | 2010-12-24 | 2010-12-24 | Support member for energy-storing underground cistern |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201908319U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094542A (en) * | 2010-12-24 | 2011-06-15 | 江苏河海新能源有限公司 | Method for manufacturing energy storage underground water tank and support member for energy storage underground water tank |
| CN105672734A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Combined reinforcing rib structure |
-
2010
- 2010-12-24 CN CN2010206779469U patent/CN201908319U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094542A (en) * | 2010-12-24 | 2011-06-15 | 江苏河海新能源有限公司 | Method for manufacturing energy storage underground water tank and support member for energy storage underground water tank |
| CN102094542B (en) * | 2010-12-24 | 2013-02-06 | 江苏河海新能源有限公司 | Method for manufacturing energy storage underground water tank and support member for energy storage underground water tank |
| CN105672734A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Combined reinforcing rib structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110727 Effective date of abandoning: 20130306 |
|
| RGAV | Abandon patent right to avoid regrant |