CN205314117U - Foundation structure that draw water is carried out with centrifugal pump - Google Patents
Foundation structure that draw water is carried out with centrifugal pump Download PDFInfo
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- CN205314117U CN205314117U CN201521137471.3U CN201521137471U CN205314117U CN 205314117 U CN205314117 U CN 205314117U CN 201521137471 U CN201521137471 U CN 201521137471U CN 205314117 U CN205314117 U CN 205314117U
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Abstract
一种用离心泵进行抽水的地基结构,包括灌注桩孔、离心水泵、输水软管、液位继电器和可渗水的孔护壁装置;所述灌注桩孔内沿孔壁插入可渗水的孔护壁装置;所述离心水泵安装在灌注桩孔内,且离心水泵与液位继电器连接以控制其开启;所述输水软管与离心水泵连接。该结构可以一次性降低地下水位20m以上,可提高工效、节能环保、降低工程造价。
A foundation structure for pumping water with a centrifugal pump, comprising a cast-in-place pile hole, a centrifugal water pump, a water delivery hose, a liquid level relay and a water-permeable hole wall protection device; the water-permeable hole wall protection is inserted into the hole wall of the cast-in-place pile device; the centrifugal water pump is installed in the cast-in-place pile hole, and the centrifugal water pump is connected with a liquid level relay to control its opening; the water delivery hose is connected with the centrifugal water pump. The structure can lower the groundwater level by more than 20m at one time, which can improve work efficiency, save energy and protect the environment, and reduce project cost.
Description
技术领域technical field
本实用新型属于一种地下水位工程技术领域,特别涉及一种用离心泵进行抽水的地基结构。The utility model belongs to the technical field of underground water level engineering, in particular to a foundation structure for pumping water with a centrifugal pump.
背景技术Background technique
目前,对需要降低地下水位的工程,施工单位主要采用以下三种降水方法:1.明沟法(适用于排浅层地下水);2.轻型井点降水法(适用于排水深度小于3~5m范围或6~9m的范围内的地下水,且土的渗透系数为0.1~50m/d的土);3.喷射井点法;4.电渗排水法等。常用的是轻型井点降水法。At present, for projects that need to lower the groundwater level, construction units mainly use the following three dewatering methods: 1. Open ditch method (suitable for shallow groundwater drainage); 2. Light well point dewatering method (suitable for drainage depths less than 3 to 5m) Or groundwater within the range of 6-9m, and soil with a permeability coefficient of 0.1-50m/d); 3. Jet well point method; 4. Electroosmotic drainage method, etc. Commonly used is the light well point precipitation method.
为了向含水层的土中插入长7~8m,直径一般为51~63mm的井点管,需在开挖基坑前用高压水冲开泥土将井点管靠其自重沉没在含水土层中,水压力一般为400~700kPa,冲孔直径一般为30cm左右,孔壁与管间用洁净的粗砂填实作为砂滤层。在距地面约1m左右的深度内改用粘土封口捣实以防漏气,保证井点有较高的真空度。因此,这种方法成本高、施工时间长、费力,且该地基结构不易出现故障。In order to insert a well-point pipe with a length of 7-8m and a diameter of 51-63mm into the soil of the aquifer, it is necessary to flush the soil with high-pressure water before excavating the foundation pit and sink the well-point pipe in the aquifer by its own weight. , the water pressure is generally 400-700kPa, the punching diameter is generally about 30cm, and the hole wall and the pipe are filled with clean coarse sand as a sand filter layer. At a depth of about 1m from the ground, use clay to seal and tamp to prevent air leakage and ensure a high degree of vacuum at the well point. Therefore, this method has high cost, long construction time and laborious effort, and the foundation structure is not prone to failure.
发明内容Contents of the invention
本实用新型的目的在于提供一种用离心泵进行抽水的地基结构,该结构可以一次性降低地下水位20m以上,可提高工效、节能环保、降低工程造价。The purpose of the utility model is to provide a foundation structure for pumping water with a centrifugal pump, which can lower the groundwater level by more than 20m at one time, improve work efficiency, save energy and protect the environment, and reduce construction cost.
如上构思,本实用新型的技术方案是:一种用离心泵进行抽水的地基结构,其特征在于:包括灌注桩孔、离心水泵、输水软管、液位继电器和可渗水的孔护壁装置;所述灌注桩孔内沿孔壁插入可渗水的孔护壁装置;所述离心水泵安装在灌注桩孔内,且离心水泵与液位继电器连接以控制其开启;所述输水软管与离心水泵连接。As conceived above, the technical solution of the utility model is: a foundation structure for pumping water with a centrifugal pump, which is characterized in that it includes a cast-in-situ pile hole, a centrifugal water pump, a water delivery hose, a liquid level relay and a water-permeable hole wall protection device; A permeable hole wall protection device is inserted into the hole of the cast-in-place pile along the hole wall; the centrifugal water pump is installed in the hole of the cast-in-place pile, and the centrifugal water pump is connected with a liquid level relay to control its opening; the water delivery hose and the centrifugal water pump connect.
上述可渗水的孔护壁装置采用钢筋笼外包渗水土工布。The above-mentioned water-permeable hole wall protection device adopts a steel cage to outsource the water-permeable geotextile.
上述可渗水的孔护壁装置采用聚氯乙烯水管,该水管的管壁上打孔外包渗水土工布。The above-mentioned permeable hole wall protection device adopts a polyvinyl chloride water pipe, and the pipe wall of the water pipe is perforated and covered with a water-permeable geotextile.
本实用新型具有如下的优点和积极效果:The utility model has the following advantages and positive effects:
1、本实用新型在需要的位置打设灌注桩孔,用泥浆和可渗水的孔护壁装置来护壁,可省去管壁与管间回填洁净的粗砂、省去在距地面约1m的粘土封口层、省去无缝钢管制成的井管及省去滤管及有关对滤管的一切加工和做法。1. The utility model sets cast-in-situ pile holes at the required positions, and uses mud and permeable hole wall protection devices to protect the walls, which can save the backfilling of clean coarse sand between the pipe wall and the pipe, and save the clay about 1m away from the ground. The sealing layer, the well pipe made of seamless steel pipe and the filter pipe and all processing and methods related to the filter pipe are omitted.
2、本实用新型用离心水泵、输水软管、液位继电器控制水位来抽水以替代真空泵设备,可以节省能耗、费用及人工,且该地基结构不易出现故障。2. The utility model uses a centrifugal water pump, a water delivery hose, and a liquid level relay to control the water level to pump water instead of a vacuum pump device, which can save energy, cost and labor, and the foundation structure is not prone to failure.
3、本实用新型可以广泛应用于深浅基础、不受基坑尺寸影响,且需要降低地下水位20m以上的建构筑物,如高层建筑地下室、翻车机房、大型污水处理池等工程。3. The utility model can be widely used in deep and shallow foundations, not affected by the size of the foundation pit, and structures that need to lower the groundwater level by more than 20m, such as high-rise building basements, dumping machine rooms, large sewage treatment pools and other projects.
附图说明Description of drawings
图1是本实用新型施工时的俯视图;Fig. 1 is the top view during construction of the utility model;
图2是本实用新型施工时的主视图。Fig. 2 is the front view during construction of the utility model.
图中1.是灌注桩孔;2.是可渗水的护孔壁装置;3是泥浆层;4.是输水软管;5是离心水泵;6是液位继电器;7.是基坑。In the figure 1. is the cast-in-situ pile hole; 2. is the permeable hole protection wall device; 3. is the mud layer; 4. is the water delivery hose; 5. is the centrifugal water pump; 6. is the liquid level relay; 7. is the foundation pit.
具体实施方式detailed description
下面结合附图对本实用新型的降低地下水位的地基结构加以说明。Below in conjunction with accompanying drawing, the foundation structure of lowering groundwater level of the present utility model is illustrated.
如图1、2所示:一种用离心泵进行抽水的地基结构,包括灌注桩孔1、离心水泵5、输水软管4、液位继电器6和可渗水的孔护壁装置2。所述灌注桩孔内沿孔壁插入可渗水的孔护壁装置;所述离心水泵安装在灌注桩孔内,且离心水泵与液位继电器连接以控制其开启;所述输水软管与离心水泵连接。As shown in Figures 1 and 2: a foundation structure for pumping water with a centrifugal pump, including a cast-in-situ pile hole 1, a centrifugal water pump 5, a water delivery hose 4, a liquid level relay 6 and a water-permeable hole wall protection device 2. A water-permeable hole wall protection device is inserted into the cast-in-place pile hole along the hole wall; the centrifugal water pump is installed in the cast-in-place pile hole, and the centrifugal water pump is connected with a liquid level relay to control its opening; the water delivery hose and the centrifugal water pump connect.
上述可渗水的孔护壁装置采用钢筋笼外包渗水土工布。The above-mentioned water-permeable hole wall protection device adopts a steel cage to outsource the water-permeable geotextile.
上述可渗水的孔护壁装置采用聚氯乙烯水管,该水管的管壁上打孔外包渗水土工布。The above-mentioned permeable hole wall protection device adopts a polyvinyl chloride water pipe, and the pipe wall of the water pipe is perforated and covered with a water-permeable geotextile.
本实用新型的施工过程是:在需降低地下水位的基坑7四周按设计要求打设灌注桩孔1;在基坑未开挖时打设基坑内灌注桩孔1,并按设计图沿基坑四周围成口字形,基坑中的灌注桩孔可按需要布置和打设的深度。The construction process of the present utility model is: set the cast-in-place pile hole 1 around the foundation pit 7 that needs to lower the groundwater level according to the design requirements; The four sides of the pit form a zigzag shape, and the cast-in-place pile holes in the foundation pit can be arranged and drilled according to the required depth.
在成孔时就用泥浆层3护壁,将可渗水的孔护壁装置2沿灌注桩孔壁插入;将离心水泵5和输水软管4连接后放入灌注桩孔内,且将离心水泵和液位继电器连接。Just use mud layer 3 retaining wall when forming hole, the permeable hole retaining wall device 2 is inserted along cast-in-place pile hole wall; Centrifugal water pump 5 is put into cast-in-place pile hole after being connected with water delivery hose 4, and centrifugal water pump and Liquid level relay connection.
开启离心水泵,地下水(刚开始是泥浆)位开始下降,可以进行基坑挖土工作。随着基坑开挖深度的增加,抽水工作继续,地下水位继续下降,基坑中的灌注桩孔必须保护,不因挖土原因被破坏且抽水不停,直至达到基坑所需开挖深度。Turn on the centrifugal water pump, the level of groundwater (which was mud at the beginning) begins to drop, and the excavation work of the foundation pit can be carried out. As the excavation depth of the foundation pit increases, the pumping work continues and the groundwater level continues to drop. The cast-in-situ pile holes in the foundation pit must be protected from being damaged due to excavation and pumping continues until the required excavation depth of the foundation pit is reached. .
需继续抽水,当观察到地下水位距离基坑底面N=1~1.5m时,基坑内水泵可以停止抽水;当地下水位上升到离基坑底面n=1m时,需启动离心水泵抽水,直至基坑内的工作全部结束。如基坑底板为钢筋混凝土材料时,需钢筋混凝土强度达到预定强度后方可以停止抽水,并按设计要求的材料堵孔。It is necessary to continue to pump water. When it is observed that the groundwater level is N=1~1.5m away from the bottom of the foundation pit, the water pump in the foundation pit can stop pumping; when the groundwater level rises to n=1m from the bottom of the foundation pit, it is necessary to start the centrifugal pump to pump water until The work in the pit is all over. If the bottom plate of the foundation pit is made of reinforced concrete, the pumping can be stopped only after the strength of the reinforced concrete reaches the predetermined strength, and the hole should be blocked according to the material required by the design.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521137471.3U CN205314117U (en) | 2015-12-29 | 2015-12-29 | Foundation structure that draw water is carried out with centrifugal pump |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201521137471.3U CN205314117U (en) | 2015-12-29 | 2015-12-29 | Foundation structure that draw water is carried out with centrifugal pump |
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| CN205314117U true CN205314117U (en) | 2016-06-15 |
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| CN201521137471.3U Expired - Lifetime CN205314117U (en) | 2015-12-29 | 2015-12-29 | Foundation structure that draw water is carried out with centrifugal pump |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464120A (en) * | 2015-12-29 | 2016-04-06 | 天津市海岸带工程有限公司 | Foundation structure capable of pumping water by using centrifugal pump |
| CN107489160A (en) * | 2017-08-10 | 2017-12-19 | 魏玉建 | Well-points dewatering automatic servo compensation system |
-
2015
- 2015-12-29 CN CN201521137471.3U patent/CN205314117U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464120A (en) * | 2015-12-29 | 2016-04-06 | 天津市海岸带工程有限公司 | Foundation structure capable of pumping water by using centrifugal pump |
| CN107489160A (en) * | 2017-08-10 | 2017-12-19 | 魏玉建 | Well-points dewatering automatic servo compensation system |
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| C14 | Grant of patent or utility model | ||
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Granted publication date: 20160615 |
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| CX01 | Expiry of patent term |