CN204919666U - Heavy -calibre sump pit shaft bottom whirl sediment outflow device - Google Patents
Heavy -calibre sump pit shaft bottom whirl sediment outflow device Download PDFInfo
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- CN204919666U CN204919666U CN201520687384.9U CN201520687384U CN204919666U CN 204919666 U CN204919666 U CN 204919666U CN 201520687384 U CN201520687384 U CN 201520687384U CN 204919666 U CN204919666 U CN 204919666U
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Abstract
本实用新型涉及一种大口径集水井井底旋流排砂装置,包括井底支架、旋流排砂环流管、进气管、排沙管、排沙泵;井底支架预埋设置在井底的井壁四周,环形的旋流排砂环流管安装固定在井底支架上。本实用新型洗井作业时,向供风管内供压缩空气,旋流排砂环流管让井底水形成环流,使砂粒向井底中央集中,同时开启排砂泵,一边环流,一边排砂,及完成洗井排砂的全过程。该结构简单,易于操作,大大提高洗井排砂效率,作业速度快,并可实现较好的经济效益及延长大口径集水井的使用寿命。
The utility model relates to a swirl sand discharge device at the bottom of a large-diameter water collection well, comprising a bottom support, a swirl sand discharge circulation pipe, an air intake pipe, a sand discharge pipe, and a sand discharge pump; the bottom support is pre-buried and arranged at the bottom of the well Around the well wall of the well, the annular swirl sand discharge circulation pipe is installed and fixed on the well bottom bracket. During the well cleaning operation of the utility model, compressed air is supplied into the air supply pipe, and the swirl sand discharge circulation pipe allows the bottom water to form a circulation, so that the sand particles are concentrated to the center of the bottom of the well, and at the same time, the sand discharge pump is turned on to discharge sand while circulating, and Complete the whole process of well washing and sand removal. The structure is simple, easy to operate, greatly improves the efficiency of well washing and sand discharge, fast operation speed, and can achieve better economic benefits and prolong the service life of large diameter water collection wells.
Description
技术领域 technical field
本实用新型涉及一种集水井排沙装置,尤其是一种大口径集水井井底旋流排砂装置。 The utility model relates to a sand-discharging device for a water-collecting well, in particular to a sand-discharging device for swirling at the bottom of a large-diameter water-collecting well.
背景技术 Background technique
目前,供水工程的集水大口井多座落在砂卵石上,取水层位为第四系砂卵石层孔隙潜水,多采用沉井法或现浇逆作法施工成井。这些井在投入使用过程中,井中会不断有砂粒淤积,运行一定年限后,就免不了要洗井淘砂。而大口径井由于井底面积大,砂粒不集中,就目前采用空压机洗井排砂法,也不易快速清除孔底沉砂,特别是井上加盖的情况,更是无法清除大井井底四周的淤砂。 At present, most of the water-collecting wells in water supply projects are located on sandy pebbles, and the water intake layer is the pore water of Quaternary sandy pebbles. Most of them are constructed by caisson method or cast-in-place reverse method. When these wells are put into use, there will be continuous accumulation of sand particles in the wells. After a certain number of years of operation, it is inevitable to wash the wells to wash out the sand. However, due to the large bottom area of large-diameter wells, the sand particles are not concentrated. At present, it is not easy to quickly remove the sand at the bottom of the hole by using the air compressor to wash the well and remove the sand. Silt all around.
实用新型内容 Utility model content
为了克服传统集水井排沙装置问题,本实用新型提供一种大口径集水井井底旋流排砂装置。 In order to overcome the problem of the traditional water collection well sand discharge device, the utility model provides a large diameter water collection well bottom swirl sand discharge device.
本实用新型解决其技术问题所采用的技术方案是:大口径集水井井底旋流排砂装置,包括,井底支架、旋流排砂环流管、进气管、排沙管、排沙泵;所述的井底支架预埋设置在井底的井壁四周,环形的旋流排砂环流管安装固定在井底支架上呈水平设置,所述的旋流排砂环流管内侧等距设置有气流喷嘴,气流喷嘴与旋流排砂环流管的外圆切线方向的夹角为30°~40°,同时,气流喷嘴呈水平和向下倾斜交错排列,向下倾斜的气流喷嘴的俯角与旋流排砂环流管的水平方向的夹角为15°~20°;所述的进气管的一端连通旋流排砂环流管,进气管另一端伸出井口外并连接有空压机,垂直的排沙管一端深入井底中央、另一端伸出井口外;排沙管在井底的一端设置有排沙泵。 The technical solution adopted by the utility model to solve the technical problems is: the swirl sand discharge device at the bottom of the large-diameter water collection well, including the bottom support, the swirl sand discharge circulation pipe, the air intake pipe, the sand discharge pipe, and the sand discharge pump; The bottom-hole support is pre-buried and arranged around the well wall at the bottom of the well, and the annular swirl sand-discharging circulation pipe is installed and fixed on the bottom-hole support to be horizontally arranged. The air flow nozzle, the included angle between the air flow nozzle and the tangential direction of the outer circle of the swirl sand discharge circulation pipe is 30°-40°, at the same time, the air flow nozzles are arranged horizontally and downwardly, and the depression angle of the downwardly inclined airflow nozzles is in line with the swirl angle. The included angle of the horizontal direction of the flow sand discharge circulation pipe is 15°~20°; one end of the air intake pipe is connected to the swirl flow sand discharge circulation pipe, and the other end of the air intake pipe extends out of the wellhead and is connected to an air compressor. One end of the sand discharge pipe goes deep into the center of the well bottom, and the other end extends out of the well head; one end of the sand discharge pipe is equipped with a sand discharge pump at the bottom of the well.
所述的旋流排砂环流管的直径比所述的集水井内径小40~60cm。 The diameter of the cyclone sand discharge circulation pipe is 40-60cm smaller than the inner diameter of the water collection well.
所述的环形的旋流排砂环流管的和进气管的直径为1.5~3英寸。 The diameters of the ring-shaped swirl sand discharge circulation pipe and the air inlet pipe are 1.5-3 inches.
所述的进气管连接的空压机的风量不小于9m3/min,风压不小于0.6Mpa。 The air volume of the air compressor connected to the air inlet pipe is not less than 9m3/min, and the air pressure is not less than 0.6Mpa.
本实用新型通过压缩空气在井底形成旋流,让沙粒集中在井底相对中央位置,大大提高排砂效率。 The utility model forms swirling flow at the bottom of the well through compressed air, so that the sand particles are concentrated at the relative central position of the bottom of the well, thereby greatly improving the efficiency of sand discharge.
本实用新型的有益效果是,洗井作业时,向供风管内供压力风,让井底形成环流,使砂粒向井底中央集中,同时开启排砂泵,一边环流,一边排砂,及完成洗井排砂的全过程。该结构简单,易于操作,大大提高洗净排砂效率,作业速度快,并可实现较好的经济效益及延长大口径集水井的使用寿命。 The beneficial effect of the utility model is that, during the well cleaning operation, the pressure air is supplied to the air supply pipe to form a circulation at the bottom of the well, so that the sand particles are concentrated to the center of the well bottom, and at the same time, the sand discharge pump is turned on to discharge sand while circulating and complete the washing. The whole process of well sand removal. The structure is simple, easy to operate, greatly improves the efficiency of washing and sand removal, and has a fast operation speed, and can achieve better economic benefits and prolong the service life of large-diameter water collection wells.
附图说明 Description of drawings
图1是本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;
图2是本实用新型旋流排砂环流管的结构示意图; Fig. 2 is a structural schematic diagram of the swirl sand discharge circulation pipe of the utility model;
图3是图2的俯视图。 FIG. 3 is a top view of FIG. 2 .
图中零部件及编号: Parts and numbers in the picture:
1-井底支架;2-旋流排砂环流管;3-进气管;4-排沙管;5-排沙泵;6-气流喷嘴。 1-bottom support; 2-swirl flow sand discharge circulation pipe; 3-intake pipe; 4-sand discharge pipe; 5-sand discharge pump; 6-air flow nozzle.
具体实施方式 Detailed ways
下面结合附图和实施例对本实用新型进一步说明。 Below in conjunction with accompanying drawing and embodiment the utility model is further described.
如图1~3所示,大口径集水井井底旋流排砂装置,包括,井底支架1、旋流排砂环流管2、进气管3、排沙管4、排沙泵5;所述的井底支架1预埋设置在井底的井壁四周,环形的旋流排砂环流管2安装固定在井底支架1上呈水平设置,所述的旋流排砂环流管2内侧等距设置有气流喷嘴6,气流喷嘴6与旋流排砂环流管2的外圆切线方向的夹角为30°~40°,同时,气流喷嘴6呈水平和向下倾斜交错排列,向下倾斜的气流喷嘴6的俯角与旋流排砂环流管2的水平方向的夹角为15°~20°;所述的进气管3的一端连通旋流排砂环流管2,进气管3另一端伸出井口外并连接有空压机,垂直的排沙管4一端深入井底中央、另一端伸出井口外;排沙管4在井底的一端设置有排沙泵5。 As shown in Figures 1 to 3, the large-diameter water collection well bottom swirl sand discharge device includes a bottom support 1, a swirl sand discharge circulation pipe 2, an air intake pipe 3, a sand discharge pipe 4, and a sand discharge pump 5; The bottom hole bracket 1 described above is pre-buried and arranged around the well wall at the bottom of the well, and the annular swirl sand discharge and circulation pipe 2 is installed and fixed on the bottom hole support 1 in a horizontal setting. The inside of the swirl sand discharge circulation pipe 2, etc. The air flow nozzles 6 are arranged at a distance from the air flow nozzles 6, and the included angle between the air flow nozzles 6 and the tangential direction of the outer circle of the swirl sand discharge circulation pipe 2 is 30°-40°. The included angle between the depression angle of the airflow nozzle 6 and the horizontal direction of the swirl sand discharge circulation pipe 2 is 15°~20°; Out of the wellhead and connected with an air compressor, one end of the vertical sand discharge pipe 4 goes deep into the center of the well bottom, and the other end stretches out of the wellhead; the sand discharge pipe 4 is provided with a sand discharge pump 5 at one end of the well bottom.
所述的旋流排砂环流管2的直径比所述的集水井内径小40~60cm。 The diameter of the cyclone sand discharge circulation pipe 2 is 40-60 cm smaller than the inner diameter of the water collection well.
所述的环形的旋流排砂环流管2的和进气管3的直径为1.5~3英寸。 The diameters of the annular swirl sand discharge circulation pipe 2 and the air inlet pipe 3 are 1.5-3 inches.
所述的进气管3连接的空压机的风量不小于9m3/min,风压不小于0.6Mpa。 The air volume of the air compressor connected to the air intake pipe 3 is not less than 9m3/min, and the wind pressure is not less than 0.6Mpa.
实施过程:空压机通过进气管3向旋流排砂环流管2输送压缩空气,并通过气流喷嘴6喷出,井底的水形成持续稳定的旋流,水中的沙粒集中在井底的相对中央位置,排沙泵5通过排沙管4将沙粒排除井外,实现快速高效的洗井排砂的目的。 Implementation process: the air compressor sends compressed air to the swirl sand discharge circulation pipe 2 through the intake pipe 3, and sprays it out through the air flow nozzle 6, the water at the bottom of the well forms a continuous and stable swirl flow, and the sand particles in the water are concentrated in the bottom of the well Relative to the central position, the sand discharge pump 5 discharges sand grains out of the well through the sand discharge pipe 4, so as to realize the purpose of fast and efficient well washing and sand discharge.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520687384.9U CN204919666U (en) | 2015-09-08 | 2015-09-08 | Heavy -calibre sump pit shaft bottom whirl sediment outflow device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520687384.9U CN204919666U (en) | 2015-09-08 | 2015-09-08 | Heavy -calibre sump pit shaft bottom whirl sediment outflow device |
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| CN204919666U true CN204919666U (en) | 2015-12-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520687384.9U Expired - Fee Related CN204919666U (en) | 2015-09-08 | 2015-09-08 | Heavy -calibre sump pit shaft bottom whirl sediment outflow device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059621A (en) * | 2021-12-20 | 2022-02-18 | 山东工泵电机有限公司 | A multi-purpose irrigation gate-controlled integrated pump station |
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2015
- 2015-09-08 CN CN201520687384.9U patent/CN204919666U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059621A (en) * | 2021-12-20 | 2022-02-18 | 山东工泵电机有限公司 | A multi-purpose irrigation gate-controlled integrated pump station |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
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| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 610072 No. 119 Xiqing Road, Chengdu City, Sichuan Province Patentee after: Sichuan Geological Engineering Exploration Institute Group Co., Ltd. Address before: 610072 No. 119 Xiqing Road, Chengdu City, Sichuan Province Patentee before: Sichuan Institute of Geological Engineering Investigation |
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| 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: 20151230 Termination date: 20200908 |