CN203362224U - Main-auxiliary water tank for hanging scaffolds - Google Patents
Main-auxiliary water tank for hanging scaffolds Download PDFInfo
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- CN203362224U CN203362224U CN 201320421620 CN201320421620U CN203362224U CN 203362224 U CN203362224 U CN 203362224U CN 201320421620 CN201320421620 CN 201320421620 CN 201320421620 U CN201320421620 U CN 201320421620U CN 203362224 U CN203362224 U CN 203362224U
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- water tank
- main
- female
- auxiliary
- water
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Abstract
The utility model discloses a main-auxiliary water tank for hanging scaffolds. The main-auxiliary water tank for the hanging scaffolds comprises a main water tank and an auxiliary water tank which is installed in the main water tank, a fixing frame is arranged outside the main water tank, the main water tank is fixed on the hanging scaffolds through the fixing frame, a main water tank water drain valve is arranged at the bottom of the main water tank, a water overflow port is formed in the auxiliary water tank, and an auxiliary water tank water drain valve is disposed at the bottom of the auxiliary water tank. According to the main-auxiliary water tank for the hanging scaffold, a sewage settling area and a clean water storing area which are isolated and stable are formed, head-on rush water is drained into the auxiliary water tank, silt in water can not rise to an enough height to enter the main water tank through the water overflow port, thereby, the content of the silt drained from a horizontal pump is greatly reduced, the abrasion of drainage system equipment and pipelines is reduced, and economic losses are decreased; the auxiliary water tank can be mainly cleaned when the main-auxiliary water tank requires for cleaning, the cleaning interval time of the main water tank is prolonged, and cleaning workload is reduced.
Description
Technical field
The utility model relates to a kind of hanging scaffold primary and secondary water tank, is mainly used in the vertical shaft working surface retaining, purifies waste water and the water tank of draining.
Background technology
Meet head on always to have a small amount of water burst when the mine vertical shaft rock section is constructed, thereby need on hanging scaffold, establish water tank, sleeping pump and water tank are installed usually on hanging scaffold, meet head on to adopt sleeping pump that water burst is entered to water tank, then by beyond sleeping pump water suction discharge pit shaft.The water tank of using on existing hanging scaffold is single box structure, the water tank of this structure has following shortcomings: 1) can't form isolation and stable contraminated zone and clean water area, meet head on constantly the silt of water tank bottom to be rushed in water burst row inlet water tank, and the bottom of water sucking mouth in water tank of sleeping pump, so the water of discharging is sewage, a small amount of water purification is on the contrary always on the top of water tank; 2) if will clean the water tank all water in whole case of must draining, clean range is larger, and workload is large; 3) drainage system equipment Pipe-Line serious wear, economic loss is large.
The utility model content
The utility model purpose is to overcome the above-mentioned shortcoming that prior art exists, and a kind of hanging scaffold primary and secondary water tank is provided.
For achieving the above object, the technological means that the utility model adopts is: a kind of hanging scaffold primary and secondary water tank, comprise female water tank and be arranged on the sub-water tank in female water tank, wherein female water tank is outside equipped with fixed frame, by fixed frame, female water tank is fixed on hanging scaffold, at female water tank bottom, female cistern discharge valve is installed; Be provided with overfall gap on described sub-water tank, at sub-water tank bottom, sub-cistern discharge valve be installed.
Further, the top of described sub-water tank is higher than female water tank, and overfall gap is arranged on the one side that sub-water tank is positioned at female water tank, and position is suitable for reading lower than female water tank.
Further, all faces of the casing of female water tank and sub-water tank all adopt thickness 3mm steel plate, and the junction of all adopts angle steel to connect and compose framework.
The beneficial effects of the utility model are: this structure has formed isolation and stable settlement of sewage district and water purification water reserve, the water burst of meeting head on is arranged in sub-water tank, silt in water can not float enough height to enter female water tank by overfall gap, so the husky content of the cement that sleeping pump is discharged greatly reduces, reduce the wearing and tearing of drainage system equipment Pipe-Line, reduced economic loss; The cleaning water tank mainly cleans sub-water tank and gets final product, and extends the Clean after every time of female water tank, has reduced the cleaning amount.
The accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is top view of the present utility model.
In figure: 1, female water tank, 2, sub-water tank, 3, fixed frame, 4, female cistern discharge valve, 5, sub-cistern discharge valve, 6, hanging scaffold, 7, overfall gap.
The specific embodiment
A kind of hanging scaffold primary and secondary water tank as shown in Figure 1, 2, comprise female water tank 1 and be arranged on the sub-water tank 2 in female water tank 1, wherein female water tank 1 is outside equipped with fixed frame 3, by fixed frame 3, female water tank 1 is fixed on hanging scaffold 6, in female water tank 1 bottom, female cistern discharge valve 4 is installed; Be provided with overfall gap 7 on described sub-water tank 2, in sub-water tank 2 bottoms, sub-cistern discharge valve 5 be installed.
Further, the top of described sub-water tank 2 is higher than female water tank 1, and overfall gap 7 is arranged on sub-water tank 2 and is positioned on the one side of female water tank 1, and position is suitable for reading lower than female water tank 1.
The all faces of casing of female water tank 1 and sub-water tank 2 all adopt thickness 3mm steel plate, and the junction of all adopts angle steel to connect and compose framework, the equal welded seal of all dotted line seams between steel plate, between steel plate and angle steel and between angle steel.The casing of primary and secondary water tank is divided into inside and outside two parts, and inside is sub-water tank, relies on one jiao of female water tank to be split to form.Side of sub-water tank upper has overfall gap, and water is completely from overflowing, although, at the bottom of the graininess silt in water can not sink to case fully under the impact of water inlet, be difficult to float to the spilling water height and enter female water tank.Select to have the sleeping pump of respective row outlet capacity according to the size of inflow rate of mine water, and according to the size in hanging scaffold space, the volume that supporting capacity is determined water tank, design primary and secondary water tank.
The vertical hanging scaffold is installed on water tank location reserved on hanging scaffold by the primary and secondary water tank after installing and being shaped, and the water tank fixed frame supports, on the hanging scaffold Vierendeel girder, is fixed with bolts between beam.The water burst of driving face utilizes air pump to arrange in sub-water tank, being deposited in sub-water tank in water, and water purification enters female water tank through overfall gap, then is discharged by sleeping pump water suction, through pit shaft internal drainage pipeline output well cylinder.The design feature of primary and secondary water tank has made it to form isolation and stable settlement of sewage district and water purification water reserve, the water burst of meeting head on is arranged in sub-water tank, silt in water can not float enough height to enter female water tank by overfall gap, so the husky content of the cement that sleeping pump is discharged greatly reduces, reduce the wearing and tearing of drainage system equipment Pipe-Line, reduced economic damage.One highest wisdom will be cleaned the water that water tank only need be drained in sub-water tank, cleans sub-water tank and gets final product, and extends the Clean after every time of female water tank, has reduced the cleaning amount.
The above; be only the specific embodiment of the present utility model, be not limited to this, anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; can expect easily changing or replacing, within all should being encompassed in protection domain of the present utility model.
Claims (3)
1. a hanging scaffold primary and secondary water tank, it is characterized in that: comprise female water tank (1) and be arranged on the sub-water tank (2) in female water tank (1), wherein female water tank (1) is outside equipped with fixed frame (3), by fixed frame (3), female water tank (1) is fixed on to hanging scaffold (6) upper, in female water tank (1) bottom, female cistern discharge valve (4) is installed; Be provided with overfall gap (7) on described sub-water tank (2), in sub-water tank (2) bottom, sub-cistern discharge valve (5) be installed.
2. hanging scaffold according to claim 1 primary and secondary water tank, it is characterized in that: the top of described sub-water tank (2) is higher than female water tank (1), overfall gap (7) is arranged on sub-water tank (2) and is positioned on the one side of female water tank (1), and position is suitable for reading lower than female water tank (1).
3. hanging scaffold according to claim 1 primary and secondary water tank, it is characterized in that: all faces of casing of female water tank (1) and sub-water tank (2) all adopt thickness 3mm steel plate, and the junction of all adopts angle steel to connect and compose framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320421620 CN203362224U (en) | 2013-07-16 | 2013-07-16 | Main-auxiliary water tank for hanging scaffolds |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320421620 CN203362224U (en) | 2013-07-16 | 2013-07-16 | Main-auxiliary water tank for hanging scaffolds |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203362224U true CN203362224U (en) | 2013-12-25 |
Family
ID=49810010
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320421620 Expired - Fee Related CN203362224U (en) | 2013-07-16 | 2013-07-16 | Main-auxiliary water tank for hanging scaffolds |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203362224U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334789A (en) * | 2013-07-16 | 2013-10-02 | 王博 | Mine hanging scaffold water tank |
-
2013
- 2013-07-16 CN CN 201320421620 patent/CN203362224U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334789A (en) * | 2013-07-16 | 2013-10-02 | 王博 | Mine hanging scaffold water tank |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 Termination date: 20160716 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |