CN209760355U - Water supply system for sponge city - Google Patents
Water supply system for sponge city Download PDFInfo
- Publication number
- CN209760355U CN209760355U CN201822061123.2U CN201822061123U CN209760355U CN 209760355 U CN209760355 U CN 209760355U CN 201822061123 U CN201822061123 U CN 201822061123U CN 209760355 U CN209760355 U CN 209760355U
- Authority
- CN
- China
- Prior art keywords
- apron
- cover plate
- upper cover
- supply system
- water supply
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000001936 parietal effect Effects 0.000 claims description 2
- 230000005484 gravity Effects 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000000034 method Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a water supply system for sponge city relates to the technical field who supplies water, and its technical scheme's main points are: the utility model provides a hollow floor, includes upper cover plate and lower apron, be provided with the support column between upper cover plate and the lower apron, support column fixed connection is close to apron one side down at the upper cover plate, it supplies support column male to have seted up on the apron down, the concatenation hole, apron one end fixedly connected with pours the piece under the concatenation hole is kept away from, and apron one end fixedly connected with ladder edge under the concatenation is downthehole keeping away from. The utility model provides a superstructure self gravity to the great technical problem of superstructure intensity influence, have the advantage that reduces superstructure self gravity.
Description
Technical Field
The utility model relates to a technical field of drainage, in particular to a water supply system for sponge city.
Background
Sponge city is a new generation of city rainfall flood management concept, which means that the city adapts to environmental changes and responds to rain belts
the natural disaster has good elasticity, which can be called as water elasticity city, and absorbs water, stores water, seeps water and purifies water when raining, and releases the stored water to be used when needed.
chinese patent No. CN207905012U discloses a sponge urban rainwater collection system, which comprises a water tank on the roof, a water tank on the roof for collecting rainwater, and a water collecting tank installed on the ground for collecting rainwater, wherein the water collecting tank is used for collecting more rainwater after irrigating the planting tank, thereby reducing the pressure caused by the roof and improving the safety of indoor personnel.
The defects in the prior art are as follows: the water tank on the high-rise building is utilized by each floor layer, and when passing through each layer, the water pipe is required to be connected into each room, the water pipe occupies a large amount of space on the ceiling, the terminals of communication equipment and weak point equipment can be generally installed on the ceiling, and the water pipe is too much to be inconvenient in the installation process.
SUMMERY OF THE UTILITY MODEL
To the deficiency that prior art exists, the utility model aims to: the water supply system for the sponge city has the advantages that the floor is set to be the hollow floor, and the water pipe can penetrate through the hollow floor to reduce the space occupied by the water pipe on the ceiling.
Above-mentioned technical scheme realizes through following technical scheme, a water supply system for sponge city, including the water tank of roof to and the connecting pipe of connection on the water tank, the intercommunication has the switching pipe of wearing the bottom from the parietal, and every floor all is equipped with the room lid, the room lid includes upper cover plate, lower apron and support column, and the connecting pipe passes the upper cover plate and gets into between upper cover plate and the lower apron, and the switching pipe is located between upper cover plate and the lower apron and communicates on the connecting pipe, and the intercommunication has the delivery pipe that passes the apron and stretch out lower apron on the switching pipe.
through above-mentioned technical scheme, the water tank is used for receiving the rainwater, advances behind connecting pipe and the switching pipe, gets into the resident family from the delivery pipe, supplies the people in the resident family to use, can be used for watering flowers or be used for towards closestool etc. in order to reduce the space that the water pipe took the roof, passes the switching pipe from between upper cover plate and the lower cover plate, utilizes the space between the two-layer apron.
Further, the upper cover plate comprises a concrete plate and a supporting net fixedly connected in the concrete plate.
Through above-mentioned technical scheme, concrete intensity is great, and the hardness is higher, through the inside increase intensity of supporting network to the concrete plate.
Furthermore, the support net comprises an upper fixing net parallel to the concrete plate and a lower fixing net parallel to the upper fixing net, and the upper fixing net and the lower fixing net are fixedly connected with the concrete plate respectively.
Through above-mentioned technical scheme, can consolidate the concrete plate through two-layer fixed network.
Furthermore, a supporting rod is fixedly connected between the upper fixing net and the lower fixing net.
Through above-mentioned technical scheme, increase the intensity between the two-layer fixed network through the bracing piece, when receiving decurrent pressure on the concrete plate, the support column can provide the holding power of vertical direction, has increased the intensity of the vertical direction of concrete plate, simultaneously, earlier fix two-layer fixed network relative position before concreting, can make things convenient for the processing of concrete plate.
Furthermore, the support rods are uniformly distributed between the upper fixing net and the lower fixing net.
Through above-mentioned technical scheme, a plurality of bracing pieces can provide bigger holding power, increase the intensity of upper cover plate.
Furthermore, a connecting rod is fixedly connected between two adjacent supporting rods.
Through above-mentioned technical scheme, through connecting rod fixed support pole, be in the same place a plurality of bracing pieces are fixed, improved the connection structure's between bracing piece and the two-layer fixed network intensity.
Furthermore, the support rod is made of steel bars.
through above-mentioned technical scheme, the hardness and the intensity of reinforcing bar are higher, the intensity of increase upper cover plate that can be better.
Further, the upper fixing net is selected as a geogrid.
Through above-mentioned technical scheme, geogrid is netted metal mesh, can improve the intensity of upper cover plate in the concrete plate is inside.
To sum up the utility model discloses following technological effect has:
1. The floor is hollow through the upper cover plate, the lower cover plate and the support columns, so that the gravity of the floor can be reduced, meanwhile, the pressure on the upper cover plate is transmitted to the support columns, the stressed contact area of the lower cover plate is increased, the pressure on the lower cover plate can be reduced, and the strength of the floor is improved;
2. The supporting structure in the concrete slab block is formed by the fixing net, the supporting rods and the connecting rods, so that the supporting structure is greatly improved;
3. Through the concatenation mode that upper cover plate and lower apron pass through support column and concatenation hole, can make things convenient for the installation of upper cover plate, put the concatenation hole on the support column, let the back pour the concrete formation on the concatenation hole and pour the piece, fix upper cover plate and lower apron, it is more convenient to install.
Drawings
FIG. 1 is a schematic structural view of example 1;
FIG. 2 is a schematic view of the structure of the hollow cover plate in embodiment 1;
FIG. 3 is a schematic view showing a connection relationship between the splicing holes and the splicing columns in example 1;
Fig. 4 is a schematic view showing the internal structure of the concrete slab of example 1;
FIG. 5 is a schematic view showing the structure of a supporting net in example 1;
FIG. 6 is a schematic view showing the positions of reinforcing columns and connecting columns in example 1;
FIG. 7 is a schematic sectional view of an upper cover plate and a lower cover plate in example 1;
Fig. 8 is an enlarged view at B in fig. 7.
Reference numerals: 1. an upper cover plate; 10. a concrete slab; 11. a support net; 12. fixing the net; 13. a lower fixing net; 14. a support bar; 15. a connecting rod; 16. pouring holes; 2. a lower cover plate; 20. connecting grooves; 21. a communicating hole; 3. a support pillar; 4. splicing holes; 5. a step edge; 6. pouring blocks; 7. a room pillar; 70. connecting columns; 71. connecting holes; 72. reinforcing columns; 73. reinforcing ribs; 8. a water tank; 80. a connecting pipe; 81. a transfer tube; 82. a water supply pipe.
Detailed Description
embodiment 1, a water supply system for sponge city, refer to fig. 1, fig. 2, including the water tank 8 on roof to and connect the connecting pipe 80 on water tank 8, the intercommunication has the switching pipe 81 that passes the bottom from the top floor on the connecting pipe 80, and every floor all is equipped with the room lid, the room lid includes upper cover plate 1, lower apron 2 and support column 3, and connecting pipe 80 passes upper cover plate 1 and gets into between upper cover plate 1 and the lower apron 2, and switching pipe 81 is located between upper cover plate 1 and the lower apron 2 and communicates on connecting pipe 80, and the intercommunication has the delivery pipe 82 that passes lower apron 2 and stretch out lower apron 2 on the switching pipe 81.
referring to fig. 3 and 4, splicing hole 4 has been seted up to corresponding support column 3 position on upper cover plate 1, splicing hole 4 keeps away from down the opening part of apron 2 and is provided with ladder edge 5, ladder edge 5 and upper cover plate 1 body coupling, with splicing hole 4 on upper cover plate 1 align support column 3 after splicing hole 4 keeps away from apron 2 one side down and pour the concrete, form after pouring and pour piece 6, with fixed connection between upper cover plate 1 and the support column 3.
Referring to fig. 5, the upper cover plate 1 has substantially the same inner structure as the lower cover plate 2, and the upper cover plate 1 includes a concrete slab 10, and a support net 11 positioned inside the concrete slab 10.
Referring to fig. 5, the supporting net 11 includes a lower fixing net 13 and a supporting rod 14 perpendicular to the lower fixing net 13 and fixedly connected to the lower fixing net 13, the supporting rod 14 is uniformly distributed on the lower fixing net 13, a connecting rod 15 is integrally connected between two adjacent supporting rods 14, the connecting rod 15 is located at the midpoint of the supporting rod 14, the supporting rod 14 is far away from the upper fixing net 12 which is fixedly connected to one end of the lower fixing net 13, the upper fixing net 12 is fixedly connected to the supporting rod 14 through a steel wire, and the supporting rod 14 is connected to the lower fixing net 13 through a steel wire.
In this embodiment, the geogrid is selected for use by both the upper fixing net 12 and the lower fixing net 13, and the supporting rod 14 and the connecting rod 15 are selected for use as reinforcing steel bars.
Referring to fig. 6, fig. 7, fig. 8, lower apron 2 bottom sprag has room post 7, apron 2 is last to be close to room post 7 one side and has seted up the spread groove 20 that supplies room post 7 embedding down, interference fit between spread groove 20 and the room post 7, apron 1 one side of corresponding room post 7 position fixedly connected with spliced pole 70 of upper cover plate 2 is close to down, spliced pole 70 is kept away from down apron 2 one end and is connected on upper cover plate 1, connecting hole 71 has been seted up along its axial direction in the spliced pole 70, spread groove 20 is close to connecting hole 71 one side and has seted up the intercommunicating pore 21 with connecting hole 71, intercommunicating pore 21 constitutes the shoulder hole with spread groove 20 jointly, upper cover plate 1 corresponds connecting hole 71 position and has seted up the hole of pouring 16 with connecting hole 71 intercommunication, pour the hole 16 aperture and be less than the aperture. A reinforcing post 72 formed of concrete is poured over the pouring hole 16.
The reinforcing ribs 73 extend from the upper cover plate 1 to the upper portion of the house pillar 7, in this embodiment, the reinforcing ribs 73 are selected as reinforcing steel bars, the reinforcing ribs 73 penetrate through the connecting holes 71, the upper ends of the reinforcing ribs are flush with the upper surface of the upper cover plate 1, and the reinforcing ribs 73 and the reinforcing columns 72 are poured together in the pouring process of the reinforcing columns 72.
The concrete implementation process comprises the steps of placing a lower fixing net 13 made of geogrid on the ground, fixing a support rod 14 and a connecting rod 15 together through a steel wire, standing the connecting rod 15 in a gap of the lower fixing net 13, fixing the support rod 14 and the lower fixing net 13 together through the steel wire, laying an upper fixing net 12 made of the geogrid above the connecting rod 15 in parallel with the lower fixing net 13, fixing the upper fixing net 12 and the support rod 14 together through the steel wire, forming a support net 11 by the upper fixing net 12, the lower fixing net 13, the support rod 14 and the connecting rod 15, placing a mold with the same shape as a splicing hole 4 on one side of the lower fixing net 13, pouring concrete on the support net 11 to form a concrete plate 10, greatly improving the plate of the concrete, taking down the mold after pouring forming, filling the splicing hole 4 with the concrete, and forming a pouring block 6. The manufacturing process of the lower cover plate 2 is basically the same as that of the upper cover plate 1, and the difference is that the fixing column and the lower cover plate 2 are integrally formed, and the lower cover plate 2 does not need a mold preformed hole. Make the superstructure hollow through upper cover plate 1, lower apron 2 and support column 3, can reduce the gravity of self, simultaneously, through with on the upper cover plate 1 pressure conduction to support column 3 that receives, increased the area of contact of 2 atress of apron down, can reduce the pressure that apron 2 received down, improved the intensity of superstructure. In the splicing process, the lower cover plate 2 is installed on a beam and a column of a building, the upper cover plate 1 is laid on the support column 3, concrete is poured in the splicing hole 4 and fixed together to form a roof cover plate, the installation is convenient and simple, after the room column 7 is fixed, the connecting groove 20 on the lower cover plate 2 is aligned to the room column 7, the lower cover plate 2 is hung on the room column 7, the connecting column 70 is provided with a connecting hole 71 along the axial direction of the connecting column 70, the bottom of the connecting groove 20 is provided with a communicating hole 21, the connecting column 70 is fixed on one surface, far away from the room column 7, of the lower cover plate 2 and corresponds to the room column 7, the upper cover plate 1 is covered on the connecting column 70, the upper cover plate 1 is provided with a pouring hole 16, concrete is poured into the connecting hole 71 from the inside of the pouring hole 16, and the communicating hole 21, the connecting hole 71 and the pouring hole 16.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. A water supply system for sponge city which characterized in that: including water tank (8) on roof to and connecting pipe (80) on water tank (8), the intercommunication has from the parietal to wear switching pipe (81) of bottom on connecting pipe (80), and every floor all is equipped with the room lid, the room lid includes upper cover plate (1), apron (2) and support column (3) down, and connecting pipe (80) pass upper cover plate (1) and get into between upper cover plate (1) and apron (2) down, and switching pipe (81) are located between upper cover plate (1) and apron (2) down and communicate on connecting pipe (80), and the intercommunication has delivery pipe (82) that pass apron (2) down and stretch out apron (2) down on switching pipe (81).
2. Water supply system for sponge cities according to claim 1, characterized in that: be provided with support column (3) between upper cover plate (1) and lower apron (2), support column (3) fixed connection is close to apron (2) one side down in upper cover plate (1), offer on apron (2) down and supply support column (3) male concatenation hole (4), piece (6) is pour to apron (2) one end fixedly connected with under keeping away from in concatenation hole (4), and apron (2) one end fixedly connected with surface is on a parallel with the ladder edge (5) of upper cover plate (1) under keeping away from in concatenation hole (4)
The upper cover plate (1) comprises a concrete plate and a supporting net fixedly connected in the concrete plate.
3. Water supply system for sponge cities according to claim 2, characterized in that: the supporting net comprises an upper fixing net parallel to the concrete plate and a lower fixing net parallel to the upper fixing net, and the upper fixing net and the lower fixing net are fixedly connected with the concrete plate respectively.
4. Water supply system for sponge cities according to claim 3, characterized in that: and a support rod is fixedly connected between the upper fixing net and the lower fixing net.
5. Water supply system for sponge cities according to claim 4, characterized in that: the bracing piece evenly distributed is between last fixed network and lower fixed network.
6. Water supply system for sponge cities according to claim 5, characterized in that: a connecting rod is fixedly connected between two adjacent supporting rods.
7. water supply system for sponge cities according to claim 6, characterized in that: the support rod is made of steel bars.
8. Water supply system for sponge cities according to claim 5, characterized in that: the upper fixing net is selected as a geogrid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822061123.2U CN209760355U (en) | 2018-12-08 | 2018-12-08 | Water supply system for sponge city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822061123.2U CN209760355U (en) | 2018-12-08 | 2018-12-08 | Water supply system for sponge city |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209760355U true CN209760355U (en) | 2019-12-10 |
Family
ID=68746707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822061123.2U Expired - Fee Related CN209760355U (en) | 2018-12-08 | 2018-12-08 | Water supply system for sponge city |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209760355U (en) |
-
2018
- 2018-12-08 CN CN201822061123.2U patent/CN209760355U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191210 |