CN110144993A - A water filter pipe, groundwater monitoring well device and construction method - Google Patents

A water filter pipe, groundwater monitoring well device and construction method Download PDF

Info

Publication number
CN110144993A
CN110144993A CN201910364906.4A CN201910364906A CN110144993A CN 110144993 A CN110144993 A CN 110144993A CN 201910364906 A CN201910364906 A CN 201910364906A CN 110144993 A CN110144993 A CN 110144993A
Authority
CN
China
Prior art keywords
filter
pipe
well
centerline
water
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.)
Pending
Application number
CN201910364906.4A
Other languages
Chinese (zh)
Inventor
付融冰
刘华秋
温东东
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tongji University
Original Assignee
Tongji University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tongji University filed Critical Tongji University
Priority to CN201910364906.4A priority Critical patent/CN110144993A/en
Publication of CN110144993A publication Critical patent/CN110144993A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • E03B3/10Obtaining and confining water by means of wells by means of pit wells
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • E03B3/16Component parts of wells
    • E03B3/18Well filters
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • E03B3/16Component parts of wells
    • E03B3/18Well filters
    • E03B3/20Well filters of elements of special shape
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/10Devices for withdrawing samples in the liquid or fluent state
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/18Water
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/10Devices for withdrawing samples in the liquid or fluent state
    • G01N2001/1031Sampling from special places
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Public Health (AREA)
  • Chemical & Material Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • General Health & Medical Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Biochemistry (AREA)
  • Analytical Chemistry (AREA)
  • Food Science & Technology (AREA)
  • Medicinal Chemistry (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

根据本发明的一种滤水管、地下水监测井装置及施工方法,滤水管设置在地下水取样井的底部,包括管体,具有管壁上部和管壁下部,管壁下部设置有多个通孔;至少一层包裹在管壁下部的过滤层;以及止水环环绕设置在管壁上部,过滤层中过滤孔的尺寸小于通孔的尺寸,止水环采用遇水膨胀的材料制成。因为本发明的滤水管,设置在地下水取样井的底部,用于对特定地层的地下水进行水质检测,滤水管具有至少一层包裹在管体上的过滤层,用于过滤泥土颗粒以及悬浮物,而不需要在滤水管与井壁间填充滤层,不仅节约了材料和运输用工成本,而且还很方便地实现了对使用后的地下水井进行移除,不影响场地后续开发工作。

According to a water filter pipe, groundwater monitoring well device and construction method of the present invention, the water filter pipe is arranged at the bottom of the groundwater sampling well, including a pipe body, having an upper part of the pipe wall and a lower part of the pipe wall, and the lower part of the pipe wall is provided with a plurality of through holes; At least one filter layer wrapping the lower part of the pipe wall; and the water stop ring is arranged around the upper part of the pipe wall, the size of the filter hole in the filter layer is smaller than the size of the through hole, and the water stop ring is made of water-swellable material. Because the water filter pipe of the present invention is arranged at the bottom of the groundwater sampling well for water quality detection of groundwater in a specific formation, the water filter pipe has at least one filter layer wrapped on the pipe body for filtering soil particles and suspended matter, There is no need to fill the filter layer between the filter pipe and the well wall, which not only saves material and transportation labor costs, but also facilitates the removal of the used groundwater well without affecting the subsequent development of the site.

Description

一种滤水管、地下水监测井装置及施工方法A water filter pipe, groundwater monitoring well device and construction method

技术领域technical field

本发明属于环保领域,具体涉及一种新型滤水管、地下水监测井装置及施工方法。The invention belongs to the field of environmental protection, and in particular relates to a novel water filter pipe, a groundwater monitoring well device and a construction method.

背景技术Background technique

随着场地环境调查、地下水环境调查暨修复等工作的快速发展,对地下水监测井以及抽提井的构建效率、技术要求及经济性越来越高。With the rapid development of site environmental investigation, groundwater environmental investigation and restoration, the construction efficiency, technical requirements and economical efficiency of groundwater monitoring wells and extraction wells are getting higher and higher.

传统的建井方法一般是先钻井得到井孔,再放置井管和滤水管,然后在滤水管与井壁间填充滤层,在井管与井壁间填充封隔层,最后安装井口保护盖,完成建井。The traditional well construction method is generally to drill the well first to obtain the well hole, then place the well pipe and the water filter pipe, then fill the filter layer between the water screen pipe and the well wall, fill the sealing layer between the well pipe and the well wall, and finally install the wellhead protection cover , to complete the construction of the well.

在污染场地及地下水环境调查与修复中,由于建井数量大,工作时间短,特定要求多,上述的建井方法工作效率相对较低,而且由于建井需要使用滤层滤料,操作相对复杂,建井成本也较高;此外,传统的建井方法监测井一直留在场地中,难以移除,在数量较大时对场地的后续利用造成了不利影响。In the investigation and remediation of polluted sites and groundwater environments, due to the large number of wells, short working hours, and many specific requirements, the above-mentioned well construction method has relatively low work efficiency, and because the well construction requires the use of filter layer filter materials, the operation is relatively complicated , the cost of well construction is also high; in addition, the traditional well construction method monitoring wells have been left in the site, it is difficult to remove, and it has a negative impact on the subsequent use of the site when the number is large.

专利CN107816083A公开了一种井下滤层模组,在设置在固定框架的内滤网和外滤网之间填充滤层,可以使水井的透水井管四周形成密实而规则的过滤层,避免出现滤层移位造成进入泥沙报废水井的弊端。此专利的井下滤层模组不仅建井效率慢,而且需要开挖的井孔直径大。Patent CN107816083A discloses an underground filter layer module. The filter layer is filled between the inner filter screen and the outer filter screen arranged on the fixed frame, so that a dense and regular filter layer can be formed around the permeable well pipe of the water well, and the filter layer can be avoided. The layer shift causes the disadvantage of entering the sediment waste water well. The downhole filter layer module of this patent not only has slow well construction efficiency, but also needs to excavate a large diameter hole.

发明内容Contents of the invention

本发明为了简化建井流程,提高建井效率,方便场地后续利用,提供了一种新型滤水管、地下水监测井装置及施工方法。In order to simplify the well construction process, improve the well construction efficiency and facilitate the subsequent use of the site, the invention provides a novel water filter pipe, a groundwater monitoring well device and a construction method.

本发明提供了一种滤水管,设置在地下水取样井的底部,用于对特定地层的地下水进行水质监测,具有这样的特征,包括筒状的管体,具有管壁,包括管壁上部和管壁下部,管壁下部设置有多个通孔;至少一层包裹在管壁下部的过滤层;以及止水环,环绕设置在管壁上部,其中,过滤层中过滤孔的尺寸小于通孔的尺寸,止水环采用遇水膨胀的材料制成。The invention provides a water filter pipe, which is arranged at the bottom of a groundwater sampling well and is used for monitoring the water quality of groundwater in a specific stratum. The lower part of the pipe wall is provided with a plurality of through holes; at least one filter layer wrapped around the lower part of the pipe wall; and the water stop ring is arranged around the upper part of the pipe wall, wherein the size of the filter holes in the filter layer is smaller than that size, the water stop ring is made of a material that swells when exposed to water.

在本发明提供的滤水管中,还可以具有这样的特征:其中,通孔的中心线与管体的中心线垂直,或者,通孔的中心线与管体中心线的向下方向的夹角为锐角,或者,通孔的中心线与管体中心线的向上方向的夹角为锐角。In the water filter pipe provided by the present invention, it may also have such a feature: wherein, the centerline of the through hole is perpendicular to the centerline of the pipe body, or the angle between the centerline of the through hole and the centerline of the pipe body in the downward direction is an acute angle, or, the angle between the centerline of the through hole and the upward direction of the centerline of the pipe body is an acute angle.

另外,在本发明提供的滤水管中,还可以具有这样的特征:其中,管壁下部包括从上至下的上壁部分、中壁部分以及下壁部分,多个通孔包括分别设置上壁部分上的上通孔、设置中壁部分上的中通孔以及设置下壁部分上的下通孔,上通孔的中心线与管体中心线的向下方向的夹角为锐角,中通孔的中心线与管体中心线垂直,下通孔的中心线与管体中心线的向上方向的夹角为锐角。In addition, in the water filter pipe provided by the present invention, it may also have such a feature: wherein, the lower part of the pipe wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom, and the plurality of through holes include respectively setting the upper wall The upper through hole on the part, the middle through hole on the middle wall part and the lower through hole on the lower wall part, the angle between the center line of the upper through hole and the downward direction of the center line of the pipe body is an acute angle, and the middle through hole The centerline of the hole is perpendicular to the centerline of the pipe body, and the angle between the centerline of the lower through hole and the upward direction of the centerline of the pipe body is an acute angle.

另外,在本发明提供的滤水管中,其特征在于:还包括具有网状结构的防堵层,环绕设置在管壁下部且位于管壁与过滤层之间,用于支撑过滤层并防止通孔堵塞,其中,过滤层具有多层,多层过滤层具有相同的过滤孔形状,相邻两层过滤层中的过滤孔位置是交错设置的,或者,多层过滤层是由多个不同的过滤孔形状的过滤层构成,具有不同过滤孔形状的多个过滤层是交叉设置的,过滤层采用低吸附性的不锈钢或有机高分子材料制成。In addition, in the water filter pipe provided by the present invention, it is characterized in that it also includes an anti-blocking layer with a mesh structure, which is arranged around the lower part of the pipe wall and is located between the pipe wall and the filter layer, for supporting the filter layer and preventing the passage of the filter layer. Pore blockage, wherein the filter layer has multiple layers, the multi-layer filter layer has the same filter hole shape, the filter hole positions in two adjacent filter layers are staggered, or the multi-layer filter layer is composed of multiple different The filter layer is composed of filter hole shapes, and multiple filter layers with different filter hole shapes are intersected, and the filter layers are made of low adsorption stainless steel or organic polymer materials.

本发明提供了一种地下水监测井装置,用于设置在地下水取样井中,对特定地层的地下水进行过滤后,得到需要用于监测的特定地层的地下水,具有这样的特征,包括:从上至下依次连通的多个呈筒状的井管、滤水管,其中,滤水管设置在地下水取样井的井底,该井底位于特定地层中,滤水管为上述的任意一种的滤水管。The invention provides a groundwater monitoring well device, which is used to be installed in a groundwater sampling well, and after filtering the groundwater in a specific formation, obtain the groundwater in a specific formation that needs to be monitored. It has such characteristics, including: from top to bottom A plurality of tubular well pipes and filter pipes connected in sequence, wherein the water filter pipe is arranged at the bottom of the groundwater sampling well, the bottom of the well is located in a specific formation, and the water filter pipe is any one of the above-mentioned water filter pipes.

本发明提供了一种地下水监测井装置,用于设置在地下水取样井中,对特定地层的地下水进行过滤后,得到需要用于监测的特定地层的地下水,具有这样的特征,包括:从上至下依次连通的多个呈筒状的井管和滤水管、防堵层以及止水环,其中,滤水管设置在地下水取样井的井底,该井底位于特定地层中,滤水管包括:筒状的管体,具有管壁,管壁上设置有多个通孔,至少一层包裹在管壁上的过滤层,过滤层中过滤孔的尺寸小于通孔的尺寸,具有网状结构的防堵层,环绕设置在管壁上且位于管壁与过滤层之间,用于支撑过滤层并防止通孔堵塞,止水环环绕设置在位于滤水管上部的井管外表面的下端,止水环采用遇水膨胀的材料制成。The invention provides a groundwater monitoring well device, which is used to be installed in a groundwater sampling well, and after filtering the groundwater in a specific formation, obtain the groundwater in a specific formation that needs to be monitored. It has such characteristics, including: from top to bottom A plurality of cylindrical well pipes and water filter pipes, anti-blocking layers and water stop rings connected in sequence, wherein the water filter pipes are arranged at the bottom of the groundwater sampling well, and the bottom of the well is located in a specific formation. The water filter pipes include: cylindrical The pipe body has a pipe wall with a plurality of through holes, at least one filter layer wrapped on the pipe wall, the size of the filter holes in the filter layer is smaller than the size of the through hole, and has a mesh structure for anti-blocking The layer is arranged on the pipe wall and is located between the pipe wall and the filter layer, which is used to support the filter layer and prevent the through hole from being blocked. Made of water-swellable material.

在本发明提供的地下水监测井装置中,还可以具有这样的特征:其中,通孔的中心线与管体的中心线垂直,或者,通孔的中心线与管体中心线的向下方向的夹角为锐角,或者,通孔的中心线与管体中心线的向上方向的夹角为锐角。In the groundwater monitoring well device provided by the present invention, it can also have such a feature: wherein, the centerline of the through hole is perpendicular to the centerline of the pipe body, or the centerline of the through hole is perpendicular to the downward direction of the pipe body centerline. The included angle is an acute angle, or the included angle between the centerline of the through hole and the upward direction of the centerline of the pipe body is an acute angle.

另外,在本发明提供的地下水监测井装置中,还可以具有这样的特征:其中,管壁包括从上至下的上壁部分、中壁部分以及下壁部分,多个通孔包括分别设置上壁部分上的上通孔、设置中壁部分上的中通孔以及设置下壁部分上的下通孔,上通孔的中心线与管体中心线的向下方向的夹角为锐角,中通孔的中心线与管体中心线垂直,下通孔的中心线与管体中心线的向上方向的夹角为锐角。In addition, in the groundwater monitoring well device provided by the present invention, it may also have such a feature: wherein, the pipe wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom, and a plurality of through holes include upper The upper through hole on the wall part, the middle through hole on the middle wall part and the lower through hole on the lower wall part, the angle between the center line of the upper through hole and the center line of the pipe body in the downward direction is an acute angle, and the middle The center line of the through hole is perpendicular to the center line of the pipe body, and the angle between the center line of the lower through hole and the center line of the pipe body in the upward direction is an acute angle.

另外,在本发明提供的地下水监测井装置中,还可以具有这样的特征:其中,过滤层具有多层,多层过滤层具有相同的过滤孔形状,相邻两层过滤层中的过滤孔位置是交错设置的,或者,多层过滤层是由多个不同的过滤孔形状的过滤层构成,具有不同过滤孔形状的多个过滤层是交叉设置的,过滤层采用低吸附性的不锈钢或有机高分子材料制成。In addition, in the groundwater monitoring well device provided by the present invention, it can also have such a feature: wherein, the filter layer has multiple layers, and the multi-layer filter layers have the same filter hole shape, and the filter hole positions in two adjacent filter layers It is staggered, or the multi-layer filter layer is composed of multiple filter layers with different filter hole shapes, and the multiple filter layers with different filter hole shapes are cross-set, and the filter layer is made of low adsorption stainless steel or organic Made of polymer materials.

一种模块化地下水监测井施工方法,其特征在于,包括以下步骤:A modular groundwater monitoring well construction method is characterized in that it comprises the following steps:

选定地下水监测井的位置,根据土层地质构造选取合适的钻井方法,开始监测井钻井操作,监测井的孔径大于井管外径与2个止水环的厚度之和;当钻至取水层以下预定深度时,完成监测井孔的钻孔操作;依次将多个井管和滤水管进行连接,并将止水环环绕贴附在井管的外壁上组装成地下水监测井装置;将地下水监测井装置放置在监测井中;安装井口保护盖,完成地下水监测井装置的快速构建。Select the location of the groundwater monitoring well, select the appropriate drilling method according to the geological structure of the soil layer, and start the drilling operation of the monitoring well. When the depth is below the predetermined depth, the drilling operation of the monitoring well hole is completed; multiple well pipes and filter pipes are connected in sequence, and the water stop ring is attached to the outer wall of the well pipe to assemble the groundwater monitoring well device; the groundwater monitoring The well device is placed in the monitoring well; the wellhead protection cover is installed to complete the rapid construction of the groundwater monitoring well device.

发明的作用与效果Function and Effect of Invention

根据本发明所涉及的一种滤水管、地下水监测井装置及施工方法,因为本发明的滤水管,设置在地下水取样井的底部,用于对特定地层的地下水进行水质监测,滤水管具有至少一层包裹在管体上的过滤层,用于过滤泥土颗粒以及悬浮物,而不需要在滤水管与井壁间填充滤层,不仅节约了材料和运输用工成本,而且还很方便地实现了对使用后的地下水井进行移除,不影响场地后续开发工作。According to the water filter pipe, groundwater monitoring well device and construction method involved in the present invention, because the water filter pipe of the present invention is arranged at the bottom of the groundwater sampling well, it is used to monitor the water quality of groundwater in a specific formation, and the water filter pipe has at least one The filter layer wrapped on the pipe body is used to filter soil particles and suspended solids without filling the filter layer between the filter pipe and the well wall, which not only saves material and transportation labor costs, but also facilitates the The used groundwater wells will be removed without affecting the subsequent development of the site.

另外,地下水监测井装置采用模块化制作的多个井管与滤水管连接,不仅方便装配和安装,而且井管与滤水管可在监测井使用完后可取回,经处理可循环使用。In addition, the groundwater monitoring well device is connected with multiple well pipes and filter pipes made of modularization, which is not only convenient for assembly and installation, but also the well pipes and water filter pipes can be retrieved after the monitoring well is used up, and can be recycled after treatment.

进一步地,设置在井管与取样井的井壁之间的止水环遇水膨胀后封堵井管与取样井的井壁之间的间隙,止水环下方的地下水通过过滤层从管体外流入管体内,从而不需要在井管与井壁间填充封隔层,还具有降低地下水扰动的有益效果。Further, the water-stop ring arranged between the well pipe and the well wall of the sampling well expands with water to seal the gap between the well pipe and the well wall of the sampling well, and the groundwater under the water-stop ring passes through the filter layer from the outside of the pipe. It flows into the pipe body, so there is no need to fill the sealing layer between the well pipe and the well wall, and it also has the beneficial effect of reducing groundwater disturbance.

所以,本发明的地下水监测井装置不仅能有效简化建井流程,提升建井效率,缩短建井时间,而且井管和滤水管可以方便地移除,经处理后可循环使用。Therefore, the groundwater monitoring well device of the present invention can not only effectively simplify the well construction process, improve the well construction efficiency, and shorten the well construction time, but also the well pipe and the water filter pipe can be removed conveniently, and can be recycled after treatment.

附图说明Description of drawings

图1是本发明的实施例中地下水监测井装置示意图;Fig. 1 is the schematic diagram of groundwater monitoring well device in the embodiment of the present invention;

图2是本发明的实施例中滤水管管体示意图;Fig. 2 is a schematic diagram of a water filter pipe body in an embodiment of the present invention;

图3是本发明的实施例中一种通孔的剖面示意图;3 is a schematic cross-sectional view of a through hole in an embodiment of the present invention;

图4是本发明的实施例中一种通孔的剖面示意图;4 is a schematic cross-sectional view of a through hole in an embodiment of the present invention;

图5是本发明的实施例中过滤层示意图;以及Fig. 5 is a schematic view of the filter layer in an embodiment of the present invention; and

图6是本发明的实施例中防堵层示意图。Fig. 6 is a schematic diagram of an anti-blocking layer in an embodiment of the present invention.

具体实施方式Detailed ways

为了使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解,以下实施例结合附图对本发明的滤水管、地下水监测井装置及施工方法作具体阐述。In order to make the technical means, creative features, goals and effects of the present invention easy to understand, the following embodiments will specifically describe the water filter pipe, groundwater monitoring well device and construction method of the present invention in conjunction with the accompanying drawings.

实施例一Embodiment one

地下水监测井装置用于设置在地下水取样井中,对特定地层的地下水进行过滤后,得到需要用于监测的特定地层的地下水。The groundwater monitoring well device is used to be installed in the groundwater sampling well, and after filtering the groundwater in a specific formation, the groundwater in a specific formation that needs to be monitored is obtained.

如图1所示,地下水监测井装置包括从上至下依次连通的多个呈筒状的井管7、滤水管11、止水环10、井口保护盖6、取样井盖8。As shown in FIG. 1 , the groundwater monitoring well device includes a plurality of cylindrical well pipes 7 , water filter pipes 11 , water stop rings 10 , wellhead protection covers 6 , and sampling well covers 8 connected sequentially from top to bottom.

井管7呈圆筒状,其外径小于地下水取样井的内径,相邻的两个井管7连接方式采用螺纹连接或卡扣连接,实施例中,井管7采用PVC材料制成,3米左右一段,采用螺纹连接。当采用螺纹连接时,井管7的上端设置有内螺纹,下端连接处的外径缩小且设置有匹配该内螺纹的外螺纹。The well pipe 7 is cylindrical, and its outer diameter is smaller than the inner diameter of the groundwater sampling well. Two adjacent well pipes 7 are connected by threaded connection or buckle connection. In the embodiment, the well pipe 7 is made of PVC material. 3 A section of about one meter, using threaded connection. When threaded connection is adopted, the upper end of the well pipe 7 is provided with an internal thread, and the outer diameter of the connection at the lower end is reduced and an external thread matching the internal thread is provided.

另外,也可以采用连接件来连接相邻的两个井管7,井管7的两端分别设置有外螺纹,连接件呈环状,环内设置有与外螺纹相匹配的内螺纹。In addition, a connecting piece can also be used to connect two adjacent well pipes 7, and the two ends of the well pipe 7 are respectively provided with external threads, the connecting piece is in the shape of a ring, and an internal thread matching the external thread is provided inside the ring.

实施例中,井管7和滤水管11也通过螺纹连接组装,一起置入取样井下,从而提高建井效率,井口保护盖6设置在最上面的井管7口上,取样井盖8呈环状设置在地面上,井管7从取样井盖8中穿过,取样井盖8用于遮挡井管7与取样井的井壁之间的空隙。In the embodiment, the well pipe 7 and the filter pipe 11 are also assembled by threaded connection, and put together into the sampling well, thereby improving the well construction efficiency. The wellhead protection cover 6 is arranged on the uppermost well pipe 7, and the sampling well cover 8 is arranged in a ring shape. On the ground, the well pipe 7 passes through the sampling well cover 8, and the sampling well cover 8 is used to block the gap between the well pipe 7 and the well wall of the sampling well.

滤水管11设置在预定深度处特定地层的地下水取样井的井底,包括筒状的管体3、至少一层过滤层4、防堵层5,滤水管11长度依据水文地质结构及取水要求设置,通常为100mm-20000mm。The water filter pipe 11 is arranged at the bottom of a groundwater sampling well in a specific formation at a predetermined depth, including a cylindrical pipe body 3, at least one filter layer 4, and an anti-blocking layer 5. The length of the water filter pipe 11 is set according to the hydrogeological structure and water intake requirements. , usually 100mm-20000mm.

管体3为筒状的管体,具有管壁,管壁上设置有多个通孔2,管体3的底部可以封闭,也可以不封闭。实施例中,管体3的底部是封闭的。The tube body 3 is a cylindrical tube body with a tube wall on which a plurality of through holes 2 are arranged. The bottom of the tube body 3 may or may not be closed. In the embodiment, the bottom of the tube body 3 is closed.

如图2所示,管体3的上端设置有内螺纹1,管体3的管壁上设置有多个通孔2,通孔2的截面可以为圆形、椭圆形以及长条形中的任意一种。As shown in Figure 2, the upper end of the pipe body 3 is provided with an internal thread 1, and the pipe wall of the pipe body 3 is provided with a plurality of through holes 2, and the cross section of the through holes 2 can be circular, oval or elongated. any kind.

根据地下水中不同的污染物来设计通孔2的方向,一种情况是通孔2的中心线与管体3的中心线垂直,这样通过通孔2的水流方向与管体3的中心线垂直。The direction of the through hole 2 is designed according to different pollutants in the groundwater. In one case, the centerline of the through hole 2 is perpendicular to the centerline of the pipe body 3, so that the direction of water flow through the through hole 2 is perpendicular to the centerline of the pipe body 3. .

或者,通孔2的中心线与管体3中心线的向下方向的夹角为锐角。Alternatively, the downward angle between the centerline of the through hole 2 and the centerline of the pipe body 3 is an acute angle.

当水流方向A通过如图3所示的通孔2时,适用于含油类的地下水,因为含油的物质是容易上浮的,容易通过该种孔。When the water flow direction A passes through the through hole 2 as shown in Figure 3, it is suitable for the groundwater containing oil, because the oily substance is easy to float up and pass through this kind of hole easily.

或者,通孔2的中心线与管体3中心线的向上方向的夹角为锐角。Alternatively, the upward angle between the centerline of the through hole 2 and the centerline of the pipe body 3 is an acute angle.

当水流方向B通过如图4所示的通孔2时,适用于重非水相液体污染物通过该种通孔。When the water flow direction B passes through the through hole 2 as shown in FIG. 4 , it is suitable for heavy non-aqueous phase liquid pollutants to pass through this kind of through hole.

当该锐角为45度时,水流通过具有较好的效果。When the acute angle is 45 degrees, the flow of water has a better effect.

进一步地,通孔2在管壁的边缘呈圆弧状,即通孔2与管壁的连接处呈圆弧状,这样就不容易使得地下水中的悬浮物淤积在连接处。Further, the through hole 2 is in the shape of a circular arc at the edge of the pipe wall, that is, the connection between the through hole 2 and the pipe wall is in a circular arc shape, so that it is not easy for the suspended matter in the groundwater to deposit at the connection.

本实施例中,管体3呈圆筒状,采用PVC材料制成,管体3的剖面尺寸与井管7的剖面尺寸相同,通孔2的中心线与管体3的中心线垂直,通孔2的截面呈长条形,该长条缝可用电锯在管体3上进行水平切割,长条缝之间间隔平行,交错设置。长条缝的长度为30mm-120mm,宽度为0.15-3mm,间距为3mm-12mm。In this embodiment, the pipe body 3 is cylindrical and made of PVC material. The cross-sectional size of the pipe body 3 is the same as that of the well pipe 7. The centerline of the through hole 2 is perpendicular to the centerline of the pipe body 3. The cross section of the hole 2 is in the shape of a long strip, and the long strips can be cut horizontally on the pipe body 3 with an electric saw, and the intervals between the long strips are parallel and staggered. The length of the long slit is 30mm-120mm, the width is 0.15-3mm, and the spacing is 3mm-12mm.

至少一层如图4所示的过滤层4包裹在管体3的管壁上,过滤层4中过滤孔的尺寸小于通孔2的尺寸。At least one filter layer 4 as shown in FIG. 4 is wrapped on the pipe wall of the pipe body 3 , and the size of the filter holes in the filter layer 4 is smaller than the size of the through hole 2 .

其中,过滤层4具有多层,Wherein, filter layer 4 has multiple layers,

多层过滤层4具有相同的过滤孔形状,相邻两层过滤层4中的过滤孔位置是交错设置的;The multi-layer filter layers 4 have the same shape of filter holes, and the positions of the filter holes in two adjacent filter layers 4 are staggered;

或者,多层过滤层4是由多个不同的过滤孔形状的过滤层4构成,具有不同过滤孔形状的多个过滤层4是交叉设置的。Alternatively, the multi-layer filter layer 4 is composed of a plurality of filter layers 4 with different filter hole shapes, and the plurality of filter layers 4 with different filter hole shapes are arranged crosswise.

根据取水层水文地质及取水要求,过滤层4可以有5-20层。过滤层4采用低吸附性的不锈钢或有机高分子材料制成。According to the hydrogeology and water intake requirements of the water intake layer, the filter layer 4 can have 5-20 layers. The filter layer 4 is made of low adsorption stainless steel or organic polymer material.

实施例中,过滤层4由多层过滤孔形状相同的滤布进行包裹,或由多层过滤孔形状不相同的滤布进行包裹,滤布的材质选取吸附性较差且稳定性较好的有机高分子材料,如涤纶、丙纶、锦纶(尼龙)、维纶、乙纶、混合纤维、树脂类中的任意一种。In the embodiment, the filter layer 4 is wrapped by filter cloths with the same shape of multi-layer filter holes, or wrapped by filter cloths with different shapes of multi-layer filter holes. Organic polymer materials, such as any one of polyester, polypropylene, nylon (nylon), vinylon, polyethylene, mixed fibers, and resins.

滤布中过滤孔的形状可以为矩形、菱形等形状,各层滤布的过滤孔的形状可以是相同的,相邻两层过滤层4中的过滤孔位置是交错设置的。The shape of the filter holes in the filter cloth can be rectangular, rhombus, etc. The shapes of the filter holes of each layer of filter cloth can be the same, and the positions of the filter holes in two adjacent filter layers 4 are alternately arranged.

或者,各层滤布的过滤孔的形状也可以不同的,具有不同过滤孔形状的多个过滤层4是交叉设置的。Alternatively, the shapes of the filter holes of each layer of filter cloth may also be different, and a plurality of filter layers 4 with different filter hole shapes are intersected.

经过多层叠加后的过滤层4可以得到更加小的过滤孔,可以更有效地发挥过滤作用。The filter layer 4 after multi-layer stacking can obtain smaller filter holes, and can perform the filtering function more effectively.

实施例中,滤布的空隙分为粗、中、细三种规格,其单位面积质量分别为100g/m2、450g/m2、800g/m2,其等效孔径分别为0.2mm、0.14mm、0.07mm,在地下水的常温(15-17摄氏度)下,滤布材质均不溶解与有机污染物,且耐酸碱。In the embodiment, the pores of the filter cloth are divided into three specifications: coarse, medium and fine, and their mass per unit area are 100g/m 2 , 450g/m 2 , 800g/m 2 respectively, and their equivalent pore diameters are 0.2mm, 0.14 mm, 0.07mm, under the normal temperature of groundwater (15-17 degrees Celsius), the filter cloth material is insoluble and organic pollutants, and acid and alkali resistant.

因此,过滤层4中过滤孔的尺寸小于通孔2的尺寸,即过滤层4等效孔径中的最大的尺寸小于通孔2中最小的尺寸。Therefore, the size of the filter holes in the filter layer 4 is smaller than the size of the through holes 2, that is, the largest size of the equivalent pore diameters of the filter layer 4 is smaller than the smallest size of the through holes 2.

为避免通孔2淤塞,在管体3与过滤层4之间设置有防堵层5。In order to avoid fouling of the through hole 2 , an anti-blocking layer 5 is arranged between the pipe body 3 and the filter layer 4 .

具有网状结构的防堵层5,环绕设置在管壁上且位于管壁与过滤层4之间,用于支撑过滤层4并防止通孔2堵塞。The anti-blocking layer 5 with a net-like structure is arranged around the pipe wall and is located between the pipe wall and the filter layer 4 for supporting the filter layer 4 and preventing the through holes 2 from being blocked.

该防堵层5具有支撑和隔离防堵作用,如图6所示,防堵层5上设置有多个通孔。实施例中,在过滤层4与管体3外壁间用一层塑料网制成的防堵层5隔开。The anti-blocking layer 5 has the functions of supporting and isolating anti-blocking. As shown in FIG. 6 , the anti-blocking layer 5 is provided with a plurality of through holes. In the embodiment, an anti-blocking layer 5 made of a plastic mesh is used to separate the filter layer 4 from the outer wall of the pipe body 3 .

止水环10环绕设置在位于滤水管11上部的井管7外表面的下端,位于井管7与取样井的井壁之间。The water stop ring 10 is arranged around the lower end of the outer surface of the well pipe 7 located on the upper part of the water filter pipe 11, and is located between the well pipe 7 and the well wall of the sampling well.

如图1所示,止水环10设置在井管7上,止水环10采用遇水膨胀的橡胶材料制成,橡胶材料的膨胀系数为1.5-3,无二次污染;或采用透水材料制成且透水材料内包裹有经物理化学改性而成的膨润土,该膨润土在pH为2-13之间具有很好的遇水膨胀性,膨胀系数为0.5-1.5,重量轻、可塑性好、无二次污染。As shown in Figure 1, the water stop ring 10 is arranged on the well pipe 7, and the water stop ring 10 is made of a rubber material that expands when encountering water. The expansion coefficient of the rubber material is 1.5-3, and there is no secondary pollution; or use a water permeable material It is made and wrapped with bentonite after physical and chemical modification in the water-permeable material. The bentonite has good water-swellability at a pH of 2-13, and the expansion coefficient is 0.5-1.5. It is light in weight and has good plasticity. No secondary pollution.

实施例中,止水环10采用遇水膨胀的橡胶材料制成,止水环10与井管7采用粘结连接。In the embodiment, the water stop ring 10 is made of water-swellable rubber material, and the water stop ring 10 is connected to the well pipe 7 by bonding.

遇水膨胀的止水环10与传统建井方式中的封隔层作用相近,遇水后发生膨胀,起到止水的效果。止水环10遇水膨胀后封堵井管7与取样井的井壁之间的间隙,止水环10下方的地下水通过过滤层4从管体3外流入管体3内。The water-swelling water-stop ring 10 is similar to the sealing layer in the traditional well construction method, and expands after encountering water to play the effect of water-stopping. The water-stop ring 10 expands in case of water to block the gap between the well pipe 7 and the well wall of the sampling well, and the groundwater below the water-stop ring 10 flows into the pipe body 3 from the outside of the pipe body 3 through the filter layer 4 .

止水环10安装方式简便,能有效提高建井效率。此外,遇水膨胀的止水环10脱水后会缓慢收缩,在监测井使用完后,可方便移除井管,利于将其取回,经处理后可循环使用,节约了成本。The installation method of the water stop ring 10 is simple and convenient, which can effectively improve the well construction efficiency. In addition, the water-swelling water-stop ring 10 will shrink slowly after being dehydrated. After the monitoring well is used, the well pipe can be removed conveniently, which facilitates its retrieval, and can be recycled after treatment, saving cost.

一种模块化地下水监测井施工方法,包括以下步骤:A method for constructing a modular groundwater monitoring well, comprising the following steps:

选定地下水监测井的位置,根据土层地质构造选取合适的钻井方法,开始监测井钻井操作,监测井的孔径大于井管外径与2个止水环的厚度之和;Select the location of the groundwater monitoring well, select the appropriate drilling method according to the geological structure of the soil layer, and start the drilling operation of the monitoring well. The diameter of the monitoring well is greater than the sum of the outer diameter of the well pipe and the thickness of the two water stop rings;

当钻至取水层以下预定深度时,完成监测井孔的钻孔操作;When drilling to a predetermined depth below the water intake layer, the drilling operation of the monitoring wellbore is completed;

依次将多个井管和滤水管进行连接,并将止水环环绕贴附在井管的外壁上组装成地下水监测井装置;Connect multiple well pipes and filter pipes in sequence, and attach the water stop ring to the outer wall of the well pipe to assemble the groundwater monitoring well device;

将地下水监测井装置放置在监测井中;Place the groundwater monitoring well device in the monitoring well;

安装井口保护盖,完成地下水监测井装置的快速构建。The wellhead protection cover is installed to complete the rapid construction of the groundwater monitoring well device.

实施例二Embodiment two

本实施例其他结构与实施例一相同,只是滤水管的管体结构与实施例一不同。The other structures of this embodiment are the same as those of the first embodiment, except that the body structure of the filter pipe is different from that of the first embodiment.

本实施例中,管体为筒状的管体,具有管壁,管壁上设置有多个通孔,管体的底部可以封闭,也可以不封闭。实施例中,管体的底部是封闭的。In this embodiment, the tube body is a cylindrical tube body with a tube wall, and a plurality of through holes are arranged on the tube wall, and the bottom of the tube body may or may not be closed. In an embodiment, the bottom of the tube is closed.

其中,管壁包括从上至下的上壁部分、中壁部分以及下壁部分,Wherein, the pipe wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom,

多个通孔包括分别设置上壁部分上的上通孔、设置中壁部分上的中通孔以及设置下壁部分上的下通孔。The plurality of through holes include an upper through hole disposed on the upper wall portion, a middle through hole disposed on the middle wall portion, and a lower through hole disposed on the lower wall portion.

上通孔的中心线与管体中心线的向下方向的夹角为锐角。The angle between the centerline of the upper through hole and the downward direction of the centerline of the pipe body is an acute angle.

中通孔的中心线与管体中心线垂直。The centerline of the through hole is perpendicular to the centerline of the pipe body.

下通孔的中心线与管体中心线的向上方向的夹角为锐角。The angle between the centerline of the lower through hole and the upward direction of the centerline of the pipe body is an acute angle.

实施例三Embodiment three

本实施例其他结构与实施例一相同,只是滤水管的结构和止水环的安装位置与实施例一不同。The other structures of this embodiment are the same as those of the first embodiment, except that the structure of the filter pipe and the installation position of the water stop ring are different from those of the first embodiment.

滤水管包括管体、至少一层的过滤层、止水环。The water filter pipe includes a pipe body, at least one filter layer and a water stop ring.

筒状的管体具有管壁,包括管壁上部和管壁下部,管壁下部设置有多个通孔;The cylindrical pipe body has a pipe wall, including an upper part of the pipe wall and a lower part of the pipe wall, and the lower part of the pipe wall is provided with a plurality of through holes;

至少一层的过滤层包裹在管壁下部;At least one filter layer is wrapped around the lower part of the pipe wall;

止水环环绕设置在管壁上部,位于井管7与取样井的井壁之间。The water stop ring is arranged around the upper part of the pipe wall and is located between the well pipe 7 and the well wall of the sampling well.

其中,通孔的中心线与管体的中心线垂直,Wherein, the center line of the through hole is perpendicular to the center line of the pipe body,

或者,通孔的中心线与管体中心线的向下方向的夹角为锐角,Alternatively, the downward angle between the centerline of the through hole and the centerline of the pipe body is an acute angle,

或者,通孔的中心线与管体中心线的向上方向的夹角为锐角。Or, the angle between the centerline of the through hole and the upward direction of the centerline of the pipe body is an acute angle.

实施例四Embodiment four

本实施例其他结构与实施例三相同,只是管体的结构和与实施例三不同。The other structures of this embodiment are the same as those of the third embodiment, except that the structure of the pipe body is different from that of the third embodiment.

本实施例中,管壁下部包括从上至下的上壁部分、中壁部分以及下壁部分。In this embodiment, the lower part of the tube wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom.

多个通孔包括分别设置上壁部分上的上通孔、设置中壁部分上的中通孔以及设置下壁部分上的下通孔。The plurality of through holes include an upper through hole disposed on the upper wall portion, a middle through hole disposed on the middle wall portion, and a lower through hole disposed on the lower wall portion.

上通孔的中心线与管体中心线的向下方向的夹角为锐角。The angle between the centerline of the upper through hole and the downward direction of the centerline of the pipe body is an acute angle.

中通孔的中心线与管体中心线垂直。The centerline of the through hole is perpendicular to the centerline of the pipe body.

下通孔的中心线与管体中心线的向上方向的夹角为锐角。The angle between the centerline of the lower through hole and the upward direction of the centerline of the pipe body is an acute angle.

示范例1Example 1

针对某尾矿库对周边区域可能存在的地下水环境影响,需开展地下水环境调查。根据尾渣的特性,推断地下水可能的主要污染物有硫酸根、重金属离子等。根据场地地质勘探结果,场地地层由上到下依次为杂填土、砾砂、强风化花岗岩、中风化花岗岩。场地地下水主要赋存于砾砂层中,砾砂粒径为2mm~5mm。地下水环境调查需要建立地下水监测井取样检测,在确定钻孔点位无地下设施后,根据本专利的方法,以25m深水井为例,钻孔深至25m,组装新型PVC滤水管18m和新型PVC井管7.5m并放入井中,管径为100mm。依据地下水可能存在的污染物和砾砂的粒径,滤布选取100g/m2的规格,包裹5层。漏水裂缝长度为80mm,宽度为2mm,间距为4mm。安装井口保护盖和圆环,完成建井。In view of the possible impact of a tailings pond on the groundwater environment in the surrounding area, it is necessary to conduct a groundwater environment investigation. According to the characteristics of the tailings, it is inferred that the possible main pollutants in the groundwater include sulfate radicals and heavy metal ions. According to the geological exploration results of the site, the strata of the site from top to bottom are miscellaneous fill, gravel sand, strongly weathered granite, and moderately weathered granite. The groundwater of the site mainly exists in the gravel sand layer, and the grain size of the gravel sand is 2mm-5mm. Groundwater environment investigation needs to establish a groundwater monitoring well for sampling and detection. After confirming that there are no underground facilities at the drilling point, according to the method of this patent, take a 25m deep water well as an example, drill a hole as deep as 25m, and assemble a new type of PVC water filter pipe 18m and a new type of PVC The well pipe is 7.5m and put into the well with a pipe diameter of 100mm. According to the pollutants that may exist in the groundwater and the particle size of the gravel, the filter cloth is selected with a specification of 100g/m 2 and wrapped in 5 layers. The length of the water leakage crack is 80mm, the width is 2mm, and the distance is 4mm. Install the wellhead protection cover and ring to complete the well construction.

示范例2Example 2

针对某农药厂对周边区域可能存在的地下水环境影响,需开展地下水环境调查。根据农药厂的生产工艺,推断地下水可能的主要污染物有有机磷农药、有机氯农药等。场地地下水主要赋存于粉砂层中,粉砂粒径为0.02mm~0.05mm。地下水环境调查需要建立地下水监测井取样检测,在确定钻孔点位无地下设施后,根据本专利的方法,以25m深水井为例,钻孔深至25m,组装新型PVC滤水管18m和新型PVC井管7.5m并放入井中,管径为100mm。依据地下水可能存在的污染物和粉砂的粒径,滤布选取800g/m2的规格,包裹10层。漏水裂缝长度为12mm,宽度为1mm,间距为5mm。安装井口保护盖和圆环,完成建井。In view of the possible impact of a pesticide factory on the groundwater environment in the surrounding area, it is necessary to conduct a groundwater environment investigation. According to the production process of the pesticide factory, it is inferred that the possible main pollutants in the groundwater include organophosphorus pesticides and organochlorine pesticides. The groundwater on the site mainly exists in the silt layer, and the silt particle size is 0.02mm-0.05mm. Groundwater environment investigation needs to establish a groundwater monitoring well for sampling and detection. After confirming that there are no underground facilities at the drilling point, according to the method of this patent, take a 25m deep water well as an example, drill a hole as deep as 25m, and assemble a new type of PVC water filter pipe 18m and a new type of PVC The well pipe is 7.5m and put into the well with a pipe diameter of 100mm. According to the pollutants that may exist in groundwater and the particle size of silt, the filter cloth is selected with a specification of 800g/m 2 and wrapped in 10 layers. The leaking cracks have a length of 12mm, a width of 1mm, and a spacing of 5mm. Install the wellhead protection cover and ring to complete the well construction.

本实施例仅对地下水无机污染和有机农药污染取样的监测井构建的两个实例进行了说明,但是本发明不限于此,本领域技术人员应当知道,在不脱离本发明的权利要求范围下可进行任意改变和修改。The present embodiment has only described two examples of the monitoring well construction of groundwater inorganic pollution and organic pesticide pollution sampling, but the present invention is not limited thereto, and those skilled in the art should know that can be obtained without departing from the scope of claims of the present invention. make any changes and modifications.

实施例的作用与效果Function and effect of embodiment

根据本实施例所涉及的滤水管、地下水监测井装置及施工方法,因为本发明的滤水管,设置在地下水取样井的底部,用于对特定地层的地下水进行水质监测,滤水管具有至少一层包裹在管体上的过滤层,用于过滤泥土颗粒以及悬浮物,而不需要在滤水管与井壁间填充滤层,简化了建井流程,节约了材料和运输用工成本。According to the water filter pipe, groundwater monitoring well device and construction method involved in this embodiment, because the water filter pipe of the present invention is arranged at the bottom of the groundwater sampling well, it is used to monitor the water quality of groundwater in a specific formation, and the water filter pipe has at least one layer. The filter layer wrapped on the pipe body is used to filter soil particles and suspended solids, without filling the filter layer between the filter pipe and the well wall, which simplifies the well construction process and saves material and transportation labor costs.

另外,地下水监测井装置采用模块化制作的多个井管与滤水管连接,不仅方便装配和安装,而且井管与滤水管可在监测井使用完后可取回,经处理可循环使用。In addition, the groundwater monitoring well device is connected with multiple well pipes and filter pipes made of modularization, which is not only convenient for assembly and installation, but also the well pipes and water filter pipes can be retrieved after the monitoring well is used up, and can be recycled after treatment.

进一步地,设置在井管与取样井的井壁之间的止水环遇水膨胀后封堵井管与取样井的井壁之间的间隙,止水环下方的地下水通过过滤层从管体外流入管体内,从而不需要在井管与井壁间填充封隔层,还具有降低地下水扰动的有益效果。Further, the water-stop ring arranged between the well pipe and the well wall of the sampling well expands with water to seal the gap between the well pipe and the well wall of the sampling well, and the groundwater under the water-stop ring passes through the filter layer from the outside of the pipe. It flows into the pipe body, so there is no need to fill the sealing layer between the well pipe and the well wall, and it also has the beneficial effect of reducing groundwater disturbance.

进一步地,由于地下水监测井装置结构使得地下水取样井需要钻的内径较小,节约了成本。Further, due to the structure of the groundwater monitoring well device, the inner diameter of the groundwater sampling well needs to be drilled to be small, which saves costs.

所以,本实施例的地下水监测井装置不仅能有效提升建井效率,避免滤层滤料堵塞滤水管,而且井管和滤水管经处理后可循环使用。Therefore, the groundwater monitoring well device of this embodiment can not only effectively improve the efficiency of well construction and prevent the filter layer from blocking the water filter pipe, but also the well pipe and the water filter pipe can be recycled after treatment.

上述实施方式为本发明的优选案例,并不用来限制本发明的保护范围。The above embodiments are preferred examples of the present invention, and are not intended to limit the protection scope of the present invention.

Claims (10)

1.一种滤水管,设置在地下水取样井的底部,用于对特定地层的地下水进行水质检测,其特征在于,包括:1. A water filter pipe is arranged at the bottom of a groundwater sampling well, and is used for water quality detection of groundwater in a specific formation, characterized in that, comprising: 筒状的管体,具有管壁,包括管壁上部和管壁下部,所述管壁下部设置有多个通孔;A cylindrical pipe body with a pipe wall, including an upper part of the pipe wall and a lower part of the pipe wall, and the lower part of the pipe wall is provided with a plurality of through holes; 至少一层包裹在所述管壁下部的过滤层;以及at least one filter layer wrapped around the lower part of the pipe wall; and 止水环,环绕设置在所述管壁上部,A water stop ring is arranged around the upper part of the pipe wall, 其中,所述过滤层中过滤孔的尺寸小于所述通孔的尺寸,Wherein, the size of the filter holes in the filter layer is smaller than the size of the through holes, 所述止水环采用遇水膨胀的材料制成。The water stop ring is made of water-swellable material. 2.根据权利要求1所述的滤水管,其特征在于:2. The water filter pipe according to claim 1, characterized in that: 其中,所述通孔的中心线与所述管体的中心线垂直,Wherein, the centerline of the through hole is perpendicular to the centerline of the pipe body, 或者,所述通孔的中心线与所述管体中心线的向下方向的夹角为锐角,Alternatively, the angle between the centerline of the through hole and the centerline of the pipe body in the downward direction is an acute angle, 或者,所述通孔的中心线与所述管体中心线的向上方向的夹角为锐角。Alternatively, the angle between the centerline of the through hole and the upward direction of the centerline of the pipe body is an acute angle. 3.根据权利要求1所述的滤水管,其特征在于:3. The water filter pipe according to claim 1, characterized in that: 其中,所述管壁下部包括从上至下的上壁部分、中壁部分以及下壁部分,Wherein, the lower part of the pipe wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom, 多个所述通孔包括分别设置所述上壁部分上的上通孔、设置所述中壁部分上的中通孔以及设置所述下壁部分上的下通孔,The plurality of through holes include an upper through hole provided on the upper wall part, a middle through hole provided on the middle wall part and a lower through hole provided on the lower wall part, 所述上通孔的中心线与所述管体中心线的向下方向的夹角为锐角,The angle between the centerline of the upper through hole and the downward direction of the centerline of the pipe body is an acute angle, 所述中通孔的中心线与所述管体中心线垂直,The centerline of the through hole is perpendicular to the centerline of the pipe body, 所述下通孔的中心线与所述管体中心线的向上方向的夹角为锐角。The angle between the centerline of the lower through hole and the upward direction of the centerline of the pipe body is an acute angle. 4.根据权利要求1所述的滤水管,其特征在于:4. The water filter pipe according to claim 1, characterized in that: 还包括具有网状结构的防堵层,环绕设置在所述管壁下部且位于所述管壁与所述过滤层之间,用于支撑所述过滤层并防止所述通孔堵塞,It also includes an anti-blocking layer with a mesh structure, which is arranged around the lower part of the pipe wall and is located between the pipe wall and the filter layer, for supporting the filter layer and preventing the through holes from being blocked, 其中,所述过滤层具有多层,Wherein, the filter layer has multiple layers, 多层所述过滤层具有相同的过滤孔形状,相邻两层所述过滤层中的所述过滤孔位置是交错设置的,The multiple filter layers have the same shape of filter holes, and the positions of the filter holes in two adjacent layers of the filter layers are staggered, 或者,多层所述过滤层是由多个不同的过滤孔形状的过滤层构成,具有不同过滤孔形状的多个所述过滤层是交叉设置的,Alternatively, the multi-layer filter layer is composed of a plurality of filter layers with different filter hole shapes, and the plurality of filter layers with different filter hole shapes are arranged crosswise, 所述过滤层采用低吸附性的不锈钢或有机高分子材料制成。The filter layer is made of low adsorption stainless steel or organic polymer material. 5.一种地下水监测井装置,用于设置在地下水取样井中,对特定地层的地下水进行过滤后,得到需要用于检测的所述特定地层的地下水,其特征在于,包括:5. A groundwater monitoring well device, used to be arranged in a groundwater sampling well, after filtering the groundwater of a specific formation, obtain the groundwater of the specific formation that needs to be detected, it is characterized in that, comprising: 从上至下依次连通的多个呈筒状的井管、滤水管,A plurality of cylindrical well pipes and water filter pipes connected in sequence from top to bottom, 其中,所述滤水管设置在所述地下水取样井的井底,该井底位于所述特定地层中,Wherein, the water filter pipe is arranged at the bottom of the groundwater sampling well, and the bottom of the well is located in the specific formation, 所述滤水管为权利要求1-4中任意一种所述的滤水管。The water filter pipe is the water filter pipe described in any one of claims 1-4. 6.一种地下水监测井装置,用于设置在地下水取样井中,对特定地层的地下水进行过滤后,得到需要用于检测的所述特定地层的地下水,其特征在于,包括:6. A groundwater monitoring well device, used to be arranged in a groundwater sampling well, after filtering the groundwater of a specific formation, obtain the groundwater of the specific formation that needs to be detected, it is characterized in that, comprising: 从上至下依次连通的多个呈筒状的井管和滤水管、防堵层以及止水环,A plurality of cylindrical well pipes and water filter pipes, anti-blocking layers and water-stop rings connected in sequence from top to bottom, 其中,所述滤水管设置在所述地下水取样井的井底,该井底位于所述特定地层中,所述滤水管具有:Wherein, the water filter pipe is arranged at the bottom of the groundwater sampling well, and the bottom of the well is located in the specific formation, and the water filter pipe has: 筒状的管体,具有管壁,所述管壁上设置有多个通孔,The cylindrical pipe body has a pipe wall, and a plurality of through holes are arranged on the pipe wall, 至少一层包裹在所述管壁上的过滤层,at least one filter layer wrapped on the pipe wall, 所述过滤层中过滤孔的尺寸小于所述通孔的尺寸,The size of the filter holes in the filter layer is smaller than the size of the through holes, 具有网状结构的防堵层,环绕设置在所述管壁上且位于所述管壁与所述过滤层之间,用于支撑所述过滤层并防止所述通孔堵塞,An anti-blocking layer with a mesh structure is arranged around the pipe wall and is located between the pipe wall and the filter layer for supporting the filter layer and preventing the through holes from being blocked, 所述止水环环绕设置在位于所述滤水管上部的所述井管外表面的下端,The water stop ring is arranged around the lower end of the outer surface of the well pipe located at the upper part of the water filter pipe, 所述止水环采用遇水膨胀的材料制成。The water stop ring is made of water-swellable material. 7.根据权利要求6所述的地下水监测井装置,其特征在于:7. The groundwater monitoring well device according to claim 6, characterized in that: 其中,所述通孔的中心线与所述管体的中心线垂直,Wherein, the centerline of the through hole is perpendicular to the centerline of the pipe body, 或者,所述通孔的中心线与所述管体中心线的向下方向的夹角为锐角,Alternatively, the angle between the centerline of the through hole and the centerline of the pipe body in the downward direction is an acute angle, 或者,所述通孔的中心线与所述管体中心线的向上方向的夹角为锐角。Alternatively, the angle between the centerline of the through hole and the upward direction of the centerline of the pipe body is an acute angle. 8.根据权利要求6所述的地下水监测井装置,其特征在于:8. The groundwater monitoring well device according to claim 6, characterized in that: 其中,所述管壁包括从上至下的上壁部分、中壁部分以及下壁部分,Wherein, the pipe wall includes an upper wall part, a middle wall part and a lower wall part from top to bottom, 多个所述通孔包括分别设置所述上壁部分上的上通孔、设置所述中壁部分上的中通孔以及设置所述下壁部分上的下通孔,The plurality of through holes include an upper through hole provided on the upper wall part, a middle through hole provided on the middle wall part and a lower through hole provided on the lower wall part, 所述上通孔的中心线与所述管体中心线的向下方向的夹角为锐角,The angle between the centerline of the upper through hole and the downward direction of the centerline of the pipe body is an acute angle, 所述中通孔的中心线与所述管体中心线垂直,The centerline of the through hole is perpendicular to the centerline of the pipe body, 所述下通孔的中心线与所述管体中心线的向上方向的夹角为锐角。The angle between the centerline of the lower through hole and the upward direction of the centerline of the pipe body is an acute angle. 9.根据权利要求6所述的地下水监测井装置,其特征在于:9. The groundwater monitoring well device according to claim 6, characterized in that: 其中,所述过滤层具有多层,Wherein, the filter layer has multiple layers, 多层所述过滤层具有相同的过滤孔形状,相邻两层所述过滤层中的所述过滤孔位置是交错设置的,The multiple filter layers have the same shape of filter holes, and the positions of the filter holes in two adjacent layers of the filter layers are staggered, 或者,多层所述过滤层是由多个不同的过滤孔形状的过滤层构成,具有不同过滤孔形状的多个所述过滤层是交叉设置的,Alternatively, the multi-layer filter layer is composed of a plurality of filter layers with different filter hole shapes, and the plurality of filter layers with different filter hole shapes are arranged crosswise, 所述过滤层采用低吸附性的不锈钢或有机高分子材料制成。The filter layer is made of low adsorption stainless steel or organic polymer material. 10.一种模块化地下水监测井施工方法,其特征在于,包括以下步骤:10. A modular groundwater monitoring well construction method is characterized in that, comprising the following steps: 选定地下水监测井的位置,根据土层地质构造选取合适的钻井方法,开始取样井钻孔操作,所述取样井的孔径大于井管外径与止水环的厚度之和;Select the location of the groundwater monitoring well, select a suitable drilling method according to the geological structure of the soil layer, and start the drilling operation of the sampling well. The aperture of the sampling well is greater than the sum of the outer diameter of the well pipe and the thickness of the water stop ring; 当钻至目标层以下1-3m时,完成所述取样井孔的钻孔操作;When drilling to 1-3m below the target layer, the drilling operation of the sampling hole is completed; 依次将多个所述井管和滤水管进行连接,并将所述止水环环绕贴附在所述井管的外壁上组装成地下水监测井装置;Connecting a plurality of well pipes and filter pipes in sequence, and attaching the water stop ring to the outer wall of the well pipes to form a groundwater monitoring well device; 将所述地下水监测井装置放置在所述取样井中;placing the groundwater monitoring well device in the sampling well; 安装井口保护盖,完成所述地下水监测井装置的快速构建。The wellhead protection cover is installed to complete the rapid construction of the groundwater monitoring well device.
CN201910364906.4A 2019-04-30 2019-04-30 A water filter pipe, groundwater monitoring well device and construction method Pending CN110144993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910364906.4A CN110144993A (en) 2019-04-30 2019-04-30 A water filter pipe, groundwater monitoring well device and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910364906.4A CN110144993A (en) 2019-04-30 2019-04-30 A water filter pipe, groundwater monitoring well device and construction method

Publications (1)

Publication Number Publication Date
CN110144993A true CN110144993A (en) 2019-08-20

Family

ID=67594769

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910364906.4A Pending CN110144993A (en) 2019-04-30 2019-04-30 A water filter pipe, groundwater monitoring well device and construction method

Country Status (1)

Country Link
CN (1) CN110144993A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777798A (en) * 2019-10-29 2020-02-11 北京市水文地质工程地质大队(北京市地质环境监测总站) Method and equipment for filling dynamic water rotational flow in underground water monitoring well
CN110821450A (en) * 2019-12-04 2020-02-21 溧阳市东南机械有限公司 Novel quick-building well pipe
CN111157077A (en) * 2020-03-17 2020-05-15 黄河勘测规划设计研究院有限公司 Special protection device for groundwater level monitor
CN112255022A (en) * 2020-10-23 2021-01-22 同济大学 A modular replaceable groundwater monitoring well device, construction method and application
CN112459165A (en) * 2020-07-22 2021-03-09 南京景明环境科技服务有限公司 Underground water monitoring well and installation method
CN113029676A (en) * 2021-04-07 2021-06-25 徐州中国矿大岩土工程新技术发展有限公司 Fault bedrock groundwater environmental protection monitoring devices and monitoring system
CN113834698A (en) * 2021-09-26 2021-12-24 生态环境部南京环境科学研究所 Shallow groundwater pollutant monitoring system
CN114152723A (en) * 2021-12-01 2022-03-08 江苏省环境科学研究院 Pre-installed underground water intelligent monitoring well device
CN118935760A (en) * 2024-08-28 2024-11-12 湖北中恒健技术有限公司 A geothermal well system and geothermal collection method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206530321U (en) * 2016-11-14 2017-09-29 魏旭 A kind of corundum sand screen
CN206721860U (en) * 2017-04-20 2017-12-08 魏波 A kind of foundation ditch groundwater level monitoring device
CN207363659U (en) * 2017-07-28 2018-05-15 安徽国祯环境修复股份有限公司 A kind of groundwater monitoring well simultaneous shaft sin king device
US20180229281A1 (en) * 2015-04-15 2018-08-16 Ai-Remedial Systems, Llc Environmental remediation systems, devices, and methods
CN109270235A (en) * 2018-09-29 2019-01-25 南京万德斯环保科技股份有限公司 Segmented single-hole multi-channel monitoring well
CN210562400U (en) * 2019-04-30 2020-05-19 同济大学 Water filter pipe and underground water monitoring well device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180229281A1 (en) * 2015-04-15 2018-08-16 Ai-Remedial Systems, Llc Environmental remediation systems, devices, and methods
CN206530321U (en) * 2016-11-14 2017-09-29 魏旭 A kind of corundum sand screen
CN206721860U (en) * 2017-04-20 2017-12-08 魏波 A kind of foundation ditch groundwater level monitoring device
CN207363659U (en) * 2017-07-28 2018-05-15 安徽国祯环境修复股份有限公司 A kind of groundwater monitoring well simultaneous shaft sin king device
CN109270235A (en) * 2018-09-29 2019-01-25 南京万德斯环保科技股份有限公司 Segmented single-hole multi-channel monitoring well
CN210562400U (en) * 2019-04-30 2020-05-19 同济大学 Water filter pipe and underground water monitoring well device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
董晓英等: "《建筑材料》", 30 September 2016, 北京理工大学出版社, pages: 266 - 267 *

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777798A (en) * 2019-10-29 2020-02-11 北京市水文地质工程地质大队(北京市地质环境监测总站) Method and equipment for filling dynamic water rotational flow in underground water monitoring well
CN110777798B (en) * 2019-10-29 2021-03-26 北京市水文地质工程地质大队(北京市地质环境监测总站) Method and equipment for filling dynamic water rotational flow in underground water monitoring well
CN110821450A (en) * 2019-12-04 2020-02-21 溧阳市东南机械有限公司 Novel quick-building well pipe
CN111157077A (en) * 2020-03-17 2020-05-15 黄河勘测规划设计研究院有限公司 Special protection device for groundwater level monitor
CN112459165A (en) * 2020-07-22 2021-03-09 南京景明环境科技服务有限公司 Underground water monitoring well and installation method
CN112255022A (en) * 2020-10-23 2021-01-22 同济大学 A modular replaceable groundwater monitoring well device, construction method and application
CN113029676A (en) * 2021-04-07 2021-06-25 徐州中国矿大岩土工程新技术发展有限公司 Fault bedrock groundwater environmental protection monitoring devices and monitoring system
CN113834698A (en) * 2021-09-26 2021-12-24 生态环境部南京环境科学研究所 Shallow groundwater pollutant monitoring system
CN113834698B (en) * 2021-09-26 2022-04-19 生态环境部南京环境科学研究所 Shallow groundwater pollutant monitoring system
CN114152723A (en) * 2021-12-01 2022-03-08 江苏省环境科学研究院 Pre-installed underground water intelligent monitoring well device
CN118935760A (en) * 2024-08-28 2024-11-12 湖北中恒健技术有限公司 A geothermal well system and geothermal collection method
CN118935760B (en) * 2024-08-28 2025-04-08 湖北中恒健技术有限公司 Ground source thermal well system and geothermal acquisition method

Similar Documents

Publication Publication Date Title
CN110144993A (en) A water filter pipe, groundwater monitoring well device and construction method
CN110146332A (en) Groundwater monitoring well device and groundwater sampling method
CN110132650A (en) A method for sampling groundwater wells in polluted sites
US10556260B2 (en) Environmental remediation systems, devices, and methods
Pickens et al. A multilevel device for ground‐water sampling and piezometric monitoring
US4650367A (en) Internally reinforced extruded plastic pipe
CN103987898B (en) Fluid containment administrating system
CN110095308B (en) Sampling well system for organic pollution site investigation and long-term monitoring and well construction method thereof
US5123492A (en) Method and apparatus for inspecting subsurface environments
Houben et al. Horizontal, directionally drilled and radial collector wells
CN110156094B (en) Extraction well device for treating polluted underground water
US4596491A (en) Internally reinforced extruded plastic pipe
US5481927A (en) Vapor port and groundwater sampling well
WO2022174830A1 (en) Well construction method for groundwater environmental monitoring well
CN111426512B (en) Integrated device for fixed-depth soil gas and groundwater sampling
CN210562400U (en) Water filter pipe and underground water monitoring well device
JP2020051072A (en) Water intake structure
CN210313564U (en) Extraction well device for treating polluted underground water
CN113753981A (en) Fourth series underground water and soil pollution treatment method
JP2916521B2 (en) Investigation method of water sampling of multi-layered aquifer and its water sampling investigation
KR100741883B1 (en) Apparatus and method for treating ground water using foamed urethane packer
CN212159191U (en) Integrated device for sampling soil gas and underground water at fixed depth
KR100741884B1 (en) Apparatus and method for treating ground water using foamed urethane packer
CN110132649B (en) A sampling system for groundwater environmental investigation at contaminated sites
CN210571495U (en) A Sampling System for Groundwater Environmental Investigation of Contaminated Sites

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190820