JP4538239B2 - Impermeable wall, impermeable wall management system and impermeable wall management method - Google Patents

Description

The present invention is capable of confirming and ensuring reliable water shielding at a joint portion of a water shielding wall made of a plurality of plate-like or sheet- like water shielding materials made of a water-impermeable material, and simple operation after installation of the water-impervious wall. The present invention relates to a water shielding wall, a water shielding situation management system for a water shielding wall, and a water shielding situation management method for a water shielding wall.

  Steel pipe sheet piles and water shielding panels are often used to prevent leakage of contaminated water at waste disposal sites and water shielding during construction of harbor facilities. In particular, when used in a water-proof revetment structure, etc. at a waste disposal site, it is strictly required to prevent leaching of contaminated water from the disposal site to the outside through joints such as steel pipe sheet piles and water shielding panels. The

 Therefore, as a water shielding method for the joint part, a bag body called a mortar jacket, made of a mesh that does not flow out of the mortar before curing, is inserted into the male / female engaging part, and a bag body with a water shielding agent fixed on the surface is inserted. In addition, a method has been proposed in which the bag body is filled with mortar or concrete so that the water shielding material is pressed against the steel material on the inner surface of the joint to block the water leakage path (see Patent Document 1).

 In addition, as a water shielding management method for the impermeable walls, a monitoring well with a slit is inserted and installed in a joint part such as a steel pipe sheet pile, a water shielding panel, etc., and mortar, asphalt mixture, etc. between the joint part and the monitoring well Shielding to detect the leakage of contaminated water from the impervious formation to the outside of the revetment by managing one or more of the water level, water quality and concentration in the monitoring well. A water wall structure has been proposed (see Patent Document 2).

Furthermore, as a water shielding management method for the water shielding wall, a partition wall with a double structure with a hollow part sandwiched between the inner wall and the outer wall is installed, and the contaminated water inside the disposal site leaks due to damage to the inner wall, etc. Even if it does not flow out to the surrounding ground, it stays in the hollow part between the inner wall and the outer wall, and the presence of leakage of contaminated water from the inside of the disposal site to the hollow part is detected by managing the quality of the retained water. A water shielding wall structure has been proposed (see Patent Document 3).
JP 2002-167752 JP-A-2001-28739 JP-A-8-246485

 The conventionally proposed water shielding method for joints has been to remove dirt and sand before filling with mortar and the like because the earth and sand are clogged in the male and female engaging parts during the construction of steel pipe sheet piles, water shielding panels, etc. . Cleaning work inside this male / female engaging part is cumbersome, and due to the reduced efficiency of the air lift at a deep depth, the bag body filled with mortar cannot be sufficiently cleaned and the water barrier is sufficient. There was a problem that it could not be obtained.

 And even if the joint part immediately after filling with the water shielding agent passes some water, with the passage of time, soil particles etc. are clogged in the male and female engaging part with the flow of water and the water shielding property will improve. However, there is a problem that there is no way to confirm this.

 Therefore, in these cases, it is essential to ensure water shielding by injecting chemicals into the ground on the back of steel pipe sheet piles, water shielding panels, etc., and the problem of increased costs due to the addition of this auxiliary method There was a point.

 Moreover, the water-blocking effect location in the male-female engaging portion is only the portion where the female joint slit and the male joint are engaged, and most of the water-blocking agent in the male-female engaging portion does not perform the water-blocking effect, There was a problem that waste of materials occurred.

 And, when installing a monitoring well with a slit in the joint, troublesome work such as creating a slit or inserting a monitoring well may occur, the monitoring well may be damaged at the time of insertion, There was a problem that soil particles could clog the slit during monitoring.

 In addition, in the case where water leakage due to a defect in the water shielding agent used in the joint portion does not pass through the monitoring well with slits, there is a problem in that this method cannot detect water leakage.

 Furthermore, when installing a partition wall with a double structure with a hollow part sandwiched between the inner wall and the outer wall, the manufacturing cost of the double wall is high, and it takes time to build and the workability is poor. There was a problem.

 The present invention has been made in view of the above-described problems, and its object is to reliably block the joint portion of a water shielding wall made of a plurality of plate-like or sheet-like water shielding materials made of a water-impermeable material. It is to propose a water shielding wall, a water shielding situation management system, and a water shielding situation management method that can confirm and secure water quality and that are simple to operate after the installation of the water shielding wall.

The water-impervious wall of the present invention that solves the above problems is formed in the ground or soil cement wall by connecting a plurality of plate-like or sheet-like water-impervious materials made of a water-impermeable material in the horizontal direction via joints. in water shield wall formed, the joint portion is provided with a Omesugakarigo portion the male joint and the female joint are engaged formed water-impervious material to be connected to each other, and the male and female joints In addition to being engaged, only a part of the male-female engagement cavity is shielded so that the water leakage path of the male-female engagement cavity formed between the engaged male and female joints is blocked. by providing a liquid medication, it said male joint, said female coupling, and said defined by impervious material, while forming a reservoir is empty sinus portion capable of storing a liquid, ensuring impermeability, and it comprises a liquid level detecting means for detecting the liquid level of the previous SL in the storage unit to the respective joint portions Wherein (first invention).

According to a second aspect of the present invention, there is provided a water-blocking state management system for a water-impervious wall by connecting a plurality of plate-shaped or sheet-shaped water-blocking materials made of a water-impermeable material in a horizontal direction via joints. A water shielding management system for a water shielding wall that manages water shielding in the joint portion in a water shielding wall formed in the wall, wherein the joint portion is a male joint formed in a water shielding material connected to each other. and comprising a Omesugakarigo part female joint are engaged, while engaging with said male and female joints, Omesugakarigo cavity formed between the engaged male and female joints Defined by the male joint, the female joint, and the water-blocking agent by providing a water-blocking agent only in a part of the male-female engagement cavity, so that the water leakage path of the section is blocked , while forming the reservoir is empty sinus portion capable of storing a liquid, ensuring impermeability, to Provided in front Symbol reservoir of Te, and the liquid level detecting means for detecting the liquid level of the previous SL in the reservoir section, a liquid level detecting means for detecting the liquid level of the held water that has been water-impervious by the water shield wall, characterized in that both said liquid level detecting means and a display means for displaying this when it detects the liquid level and the liquid level of said held water before Symbol in the storage unit, respectively.

According to a third aspect of the present invention, there is provided the impermeable state management system for the impermeable wall according to the second aspect, according to the liquid level in the engagement cavity and the liquid level of the retained water respectively detected by the both liquid level detecting means. Supply means for supplying the liquid to the engagement cavity, and the liquid level in the engagement cavity and the liquid level of the retained water respectively detected by the both liquid level detection means Discharging means for discharging the liquid or the retained water is provided.

According to a fourth aspect of the present invention, there is provided a water impervious state management method for a ground or soil cement by connecting a plurality of plate or sheet water impervious materials made of a water-impermeable material in a horizontal direction through joints. A water shielding state management method for a water shielding wall for managing a water shielding state in the joint portion in the water shielding wall formed in the wall, wherein the joint portion is formed in a water shielding material connected to each other. comprising a Omesugakarigo part male joint and the female joint are engaged, while engaging with said male and female joints are formed between the engaged male and female joints Omesugakari The male joint, the female joint, and the water-blocking agent are defined by providing a water-blocking agent only in a part of the male-female engaging cavity so that the water leakage path of the combined cavity is blocked. It was, while forming the reservoir is empty sinus portion capable of storing a liquid, becomes to ensure impermeability By monitoring the liquid level and the liquid level of the fenced held water from the impervious wall of all previous SL in the reservoir unit, and wherein the managing the water shield status of the water shield wall.

A water-impervious wall that can confirm and ensure reliable water-imperviousness of joints of water-impervious walls made of a plurality of plate- or sheet- form water-impervious materials made of impermeable material, and is easy to operate after installation of the impermeable wall Management becomes possible.

 Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

FIG. 1 is a diagram showing a state of installation of a water shielding wall that shields water retained in a waste disposal site according to the first embodiment of the present invention.
As a water-impervious wall between the waste disposal site 100 and the surrounding ground 101, for example, a row of water-impervious panels 102 is driven to a depth reaching the impermeable formation 103. On the impermeable formation 103, there is a water permeable formation 104. A method for arranging the water shielding panel 102 used as the water shielding wall will be described below.

FIG. 2 is a plan view showing an installation state of a water shielding panel on a water shielding wall of the waste disposal site according to the first embodiment of the present invention.
The water-impervious panel 102 includes a panel main body 102a, a male joint 102b provided at one side end portion thereof, and a female joint 102c having a circular cross section provided at the other side end portion and having a slit at the end portion thereof. The male / female engagement cavity 105 is constructed only by engaging the male joint 102b and the female joint 102c of the adjacent water shielding panels 102. The water shielding method for the male / female engagement cavity 105 will be described below.

 FIG. 3 is an enlarged view of the male-female engagement cavity of FIG. An adhesive having water swellability and a predetermined curing delay property is provided only between the periphery of the slit S of the female joint 102c of the water shielding panel 102 and the male joint 300b of another water shielding panel 300 adjacent to the water shielding panel 102. By applying or filling the water shielding agent 301, all the water leakage paths of the male and female engaging cavities 105 are blocked, and a cavity formed on the back side of the male joint 300 b is formed in the male and female engaging cavities 105. The storage portion 302 is formed and can store liquid. Note that the water shielding agent 301 can be selected from clay, clay mortar, mortar, asphalt, concrete, or the like as long as it has water shielding performance.

Thus, male and female engagement cavity 105, the first formed by a male joint 102b and female joint 102c of seepage control panel 102 adjacent are engaged, water barrier that exists male and female couplings 300a, between b In the case where the contaminated water in the waste disposal site flows out to the surrounding ground side while ensuring the water shielding property of the joint portion by the agent 301, the leakage is limited to the leak from the joint portion, and the water leak is always stored in the storage portion 302. Build a water-impervious wall with the function of passing through.

Incidentally, the male and female engagement cavity 105 which constitutes the reservoir 302, the provided by coating or the like so that the seepage control agent 301 is swelling and filling the entire cross-section of the female joint 102c, engaging the male and female joint 102b, the c Then, after the water-blocking agent 301 is cured, a part of the water-blocking agent 301 is scoured, so that the cavity can be formed in a state where the water-blocking property is secured.

 In order to ensure water shielding with a small amount of water shielding agent, it is necessary to prevent foreign matter such as soil and gravel from entering the joint when the water shielding panel is installed. Therefore, in order to prevent foreign matter from entering the joint portion of the water shielding panel, it is desirable to attach a lid to the bottom portion of the female joint 102c, for example. Moreover, the following protective members can also be used.

 4A is a perspective view, and FIG. 4B is a view taken along arrow A-A ′, illustrating an example of the bottom protective member of the female joint according to the first embodiment of the present invention. The bottom protection member 400 includes a cylindrical operation pipe 401, a center bar 402 inserted into the operation pipe 401, one end connected to the lower end 403 a of the center bar 402, and the other end 403 b via the steel frame 404. A plurality of iron plates 403 connected to 401 overlap and form a tip 405 that can be expanded and contracted by moving the operation pipe 401 up and down with respect to the center bar 402. The bottom protection member 400 is attached to the bottom of the female joint 102c in a diameter-enlarged state and is built in the ground. After the adjacent water shielding panel 300 is installed, the bottom protection member 400 is reduced in diameter by reducing the tip 405. Can be recovered.

In the present invention, reservoir 302 manages to put the liquid body, storable liquid reservoir 302 may be selected and used water, mud, one or bentonite mud. Here, the water-impervious state management system when water is used is shown below.

 FIG. 5 is a (a) ground-side system diagram and (b) a waste disposal site-side system diagram illustrating a water-impervious state management system for retained water in the waste disposal site according to the first embodiment of the present invention.

 As shown to Fig.5 (a), let the storage part 302 be the monitoring well 500 for confirming the presence or absence of water leakage by the change of the water level in the storage part 302 with time. All monitoring wells 500 and waste reservoirs 501 are provided with water level gauges 502a and 502b, respectively.

 Further, the impermeable condition management system according to the present embodiment uses a water supply pump 504 that supplies water from the water storage tank 503 as a means for supplying water into the monitoring well 500, and water from the water supply pump 504 to the monitoring well 500. The flow direction switching valve 505 for switching the flow direction to supply water, the water distribution pipe 506 connected from the flow direction switching valve 505 to all the monitoring wells 500, the flow meter 507a for measuring the water supply amount, and the distribution to each monitoring well Valves 508 are provided at all ends of the distributed water pipe 506.

 Further, the water-impervious situation management system according to the present embodiment is a means for draining the water in the monitoring well 500. The distribution pipe 506 for pumping the water in the monitoring well and leading the pumped water to the drain pump, the flow direction A switching valve 505 (shared with the water supply means), a drain pump 509 connected to the flow direction switching valve 505, a flow meter 507b for measuring the amount of drainage, an analysis device 510 for analyzing the quality of the drainage, and water after analysis And a wastewater treatment facility 511 to be treated.

 And as shown in FIG.5 (b), the waste storage part 501 is equipped with the drainage pump 512 which drains retained water.

 In addition, the water level meter 502a, the water level meter 502b, the water pump 504, the flow direction switching valve 505, the flow meter 507a, the flow meter 507b, the valve 508, the drain pump 509, and the management monitor 513 are all connected to the computer 514 in the management room by an electric line 515. Connected at.

 When the water level of the monitoring well 500 is detected by the water level gauge 502a and the water level of a certain monitoring well 500 does not change from the predetermined water level absolutely, the water shielding agent 301 works effectively, and this monitoring It shows that the water in the service well 500 does not leak and has a water shielding effect.

 Here, when water leaks outside from a certain monitoring well 500 through the waterway of the impermeable wall joint portion, the water level of the monitoring well 500 may be absolutely lower than the predetermined water level. In some cases, the amount of water level decrease is displayed on the management monitor 513 in accordance with an instruction from the computer 514, and the water supply pump 504 is activated to start water supply. At the same time, the flow direction switching valve 505 and the flow path for water supply of the valve 508 are used. By opening and injecting water into the monitoring well 500, it is possible to prevent the contaminated water in the waste reservoir 501 from being diffused outside the impermeable wall system. In the water injection, the injection amount is controlled simultaneously by the flow meter 507a and the water level is controlled simultaneously by the water level meter 502a, and only a necessary amount can be injected as appropriate.

 Further, the water level of the monitoring well 500 and the water level of the waste reservoir 501 are detected by the water level gauges 502a and 502b, respectively, and the water level of the monitoring well 500 is relatively lower than the water level of the waste reservoir 501. In this case, whether the computer 514 displays both water levels on the management monitor 513 and compares the water level detection results, and at the same time, water is poured into the monitoring well 500 or the retained water in the waste reservoir 501 is drained. Alternatively, by draining the water in the monitoring well 500, it is possible to automatically select whether or not to drain the water retained in the waste reservoir 501. When the contaminated water in the waste reservoir 501 has entered the monitoring well 500 through the waterway of the impermeable wall joint, the water in the monitoring well 500 is drained, thereby The water retained in the waste reservoir 501 can be drained via the.

  For example, when the water level of the waste reservoir 501 becomes higher than the water level of the monitoring well 500, the contaminated water in the waste reservoir 501 flows out to the surrounding ground 101 side, and the water level of the monitoring well 500 If the water level of the waste reservoir 501 is too high, the water in the monitoring well 500 flows into the waste reservoir 501.

  Therefore, the water level of the monitoring well 500 is set slightly higher than the water level of the waste reservoir 501 so that the amount of water flowing into the waste reservoir 501 is reduced.

  Further, there is a method in which the water level of the monitoring well 500 is made lower than the water level of the waste reservoir unit 501 so that the water held in the waste reservoir unit 501 flows and drains using drainage means such as a drainage pump. .

  Therefore, by having these functions, it is possible to reliably manage the retained water, to easily identify the monitoring well that is leaking water, and to enable countermeasures such as repair at an early stage.

 In order to configure the reservoir 302 in the present invention as a joint portion of a water shielding material, it is necessary to reliably maintain the water shielding property even if the amount of the water shielding agent used to connect the joint is small. Therefore, an embodiment in which the shape in the vicinity of the side end portion of the water shielding panel is improved in order to more reliably maintain the water shielding property will be described below.

FIG. 6 shows a water shielding management method for a water shielding wall for managing water shielding according to a second embodiment of the present invention, (a) an enlarged view of a male-female engagement cavity when using a male joint with a stopper, b) Enlarged view of male and female engaging cavities when using square female joint, (c) Enlarged view of male and female engaging cavities when using male joint with stopper and square female joint, (d) Pipe-in-pipe is an enlarged view of the male and female engagement cavity when the male and female joint use format.

 In the following description, parts corresponding to those using the same technique as in the first embodiment are denoted by the same reference numerals and description thereof is omitted.

As shown in FIG. 6 (a), a water shielding panel 600 includes a panel body 102a, a male joint 102b, a circular female joint 102c, a stopper 600d for preventing entry into the female joint 102c, and a female joint. The water storage part 602 of the male-female engagement cavity part 601 which consists of the combination of the male joint 102b and the female joint 102c is constructed.
The use of the stopper 600d for preventing entry into the female joint 102c and the stopper 600e for preventing escape from the female joint 102c makes the formation of the water storage portion 602 simple and reliable, and further reduces the amount of the water shielding material. It becomes possible to.

 Further, as shown in FIG. 6B, the water shielding panel 610 includes a panel main body 102a, a male joint 102b, and a rectangular female joint 610c, and is formed of a combination of the male joint 102b and the female joint 610c. The water storage part 612 of the male-female engagement cavity 611 is constructed.

 Further, as shown in FIG. 6 (c), the water shielding panel 620 includes a panel body 102a, a male joint 102b, a square female joint 610c, and a stopper 600d for preventing entry into the female joint 610c, A stopper 600e for preventing the female joint 610c from coming out is constructed, and a water storage section 612 of the male-female engagement cavity 611 composed of a combination of the male joint 102b and the female joint 610c is constructed.

In the pipe-in-pipe type shown in FIG. 6D, one of the water-impervious panels 630 includes the panel body 102 and the circular female joint 102c, as in FIG. 6A. However, the male joint 102b of the other water-impervious panel 630 has a circular shape. The male joint 102b has a pair of round ropes 640 fixed to the left and right sides of the male joint 102b by welding or the like, and the water shielding agent 301 is fixed to a pair of round ropes 640 (after the swelling, it is indicated by a one-dot chain line). Form and ensure water barrier between male and female joints). A slit S is formed at the tip of the male joint 102b.

 In addition to the above-described method of embedding the water-impervious panel in the ground, there is a method of embedding it in a soil cement wall that is an underground continuous wall excellent in water-imperviousness. Therefore, an embodiment in the case where the water shielding panel is embedded in the soil cement wall will be described below.

 FIG. 7 shows the installation situation of the water shielding wall formed by connecting the water shielding panels embedded in the soil cement wall according to the third embodiment of the present invention. It is an enlarged view of the water storage part of a water wall, (b) It is an enlarged view of the water storage part of the water shielding wall in the state of using a water shielding agent.

 As shown in FIG. 7A, first, the impermeable panel 102 is built in an unconsolidated soil cement wall 700, and the female joint 102c of the impermeable panel 102 and another impermeable water adjacent to the impermeable panel 102 are assembled. For the connection of the male joint 300b of the panel 300, the water shielding panel 300 is built so that the female joint 102c and the male joint 300b are engaged without using a water shielding agent.

 Then, the water shielding wall formed by connecting the water shielding panels is sandwiched between the soil cement walls 700, and the soil cement in the male and female engaging portions is removed to form the male and female engaging cavities 105. The removal of the soil cement is performed, for example, with a water jet, a brush or the like.

 The male-female engagement cavity 105 formed only after the female joint 102c of the water-impervious panel 102 and the male joint 300b of the water-impervious panel 300 are engaged with each other is sandwiched by the impervious soil cement wall 700 and has a water-blocking performance. Since the liquid is retained, a water-impervious wall including a reservoir 701 that can store liquid without using a water-impermeable agent is constructed.

 Furthermore, when there is a concern about damage to the soil cement wall due to an earthquake or the like, as shown in FIG. 7B, as in the first embodiment, only between the periphery of the slit S of the female joint 102c and the male joint 300b. Male and female while blocking all the water leakage paths of the male-female engagement cavity 105 formed only by applying or filling a water-blocking agent 301 such as an adhesive having water swellability and a predetermined retarding property to A cavity formed on the back side of the male joint 300b in the engagement cavity 105 serves as a reservoir.

  The following two types of methods for installing the impermeable wall when the impermeable wall is embedded in the soil cement wall 700 and the impermeable agent 301 is used.

In the first method, first, the water shielding panel 102 is installed in the soil cement wall 700, and the soil cement in the female joint 102c of the water shielding panel 102 is removed.
Then, the male-female engagement cavity 105 is formed only after the water-blocking agent 301 is applied only between the periphery of the slit S of the female joint 102c and the male joint 300b and the other adjacent water-shielding panel 300 is installed. .
Therefore, the cavity part formed in the back side of the male joint 300b in the male-female engagement cavity part 105 constructs the storage part 701.

In the second method, on the ground, a water shielding agent 301 is applied only between the periphery of the slit S of the female joint 102c of the water shielding panel 102 and the male joint 300b of the other water shielding panel 300 adjacent thereto. The male-female engagement cavity 105 is formed only after the water panel 102 and the water-impervious panel 300 are connected.
And the male-female engagement cavity part 105 constructs | stores the storage part 701 by installing the connected water-impervious panel in the soil cement wall 700, and removing the soil cement in the male-female engagement cavity part 105.

In addition, the reservoir 701 can be constructed even if the water shielding panel having the joint shape described in the second embodiment is used.
Furthermore, the reservoir 701 can be used as the monitoring well 500 as in the first embodiment.

 In this way, it is possible to confirm and ensure reliable water shielding of the joint portion of the water shielding wall made of a plurality of plate-like or sheet-like water shielding materials made of a water-impermeable material, and easy operation after the installation of the water shielding wall. Management of impermeable walls is possible.

It is a figure which shows the installation condition of the water-impervious wall which shields the water holding of the waste disposal site which concerns on 1st Example of this invention. It is a top view which shows the installation condition of the impermeable panel in the impermeable wall of the waste disposal site which concerns on 1st Example of this invention. It is an enlarged view of the male-female engagement cavity part of FIG. It is (a) perspective view and (b) A-A 'arrow view which show an example of the bottom part protection member of the female joint which concerns on 1st Example of this invention. BRIEF DESCRIPTION OF THE DRAWINGS It is the (a) ground side system figure and (b) waste disposal site side system figure which show the impermeable condition management system of the water of the waste disposal site which concerns on 1st Example of this invention. (A) An enlarged view of a male-female engagement cavity when using a male joint with a stopper, showing a water-blocking management method for a water-blocking wall for managing water-blocking according to a second embodiment of the present invention, (b) a square female Enlarged view of male and female engaging cavities when using joint, (c) Enlarged view of male and female engaging cavities when using male joint with stopper and square female joint, (d) Pipe-in-pipe male and female It is an enlarged view of the male-female engagement cavity part at the time of joint use . (A) Reservoir wall storage in a state where no water shielding agent is used, showing the installation situation of a water shielding wall formed by connecting a water shielding panel embedded in a soil cement wall according to a third embodiment of the present invention. The enlarged view of a part, (b) The enlarged view of the storage part of the water-impervious wall in the water-insulating agent use state.

Explanation of symbols

DESCRIPTION OF SYMBOLS 100 Waste disposal site 101 Surrounding ground 102 Water-impervious panel 102a Panel main body 102b Male joint 102c Female joint 103 Impervious stratum 104 Pervious stratum 105 Male-female engagement cavity part 300 Other impervious panel 300b (Other impervious panel ) Male joint 301 water shielding agent 302 reservoir 400 bottom protection member 500 monitoring well 501 waste reservoir 502a (in monitoring well) water level meter 502b (in waste reservoir) water level meter 504 water pump 505 flow direction switching Valves 509 and 512 Drain pump 600 Water-impervious panels 600d and 600e Stoppers 601 and 611 Male and female engaging cavities 602 and 612 Water storage parts 610 and 620 Water-impervious panels 610c Square female joints 700 Soil cement wall 701 Storage part S slit

Claims (4)

In the impermeable wall formed in the ground or soil cement wall by connecting a plurality of plate-like or sheet-like impermeable materials made of impermeable material in the horizontal direction via the joint part,
The joint portion includes a Omesugakarigo portion the male joint and the female joint are engaged formed water-impervious material to be connected to each other, as well as engaging the said male and female joints, the engagement and as leakage path of Omesugakarigo cavity formed between the male and female joints are blocked with, by providing only the water-impervious material in a part of the Omesugakarigo cavity, wherein male joint, said female joint, and defined by the impervious material, while forming a reservoir is empty sinus portion capable of storing a liquid, ensuring impermeability and liquid before Symbol in reservoir A water-impervious wall comprising a liquid level detecting means for detecting the position in each joint part. A water shielding wall formed in the ground or a soil cement wall by connecting a plurality of plate-like or sheet-like water shielding materials made of a water-impermeable material in a horizontal direction via a joint portion. A water shielding management system for a water shielding wall for managing water,
The joint portion includes a Omesugakarigo portion the male joint and the female joint are engaged formed water-impervious material to be connected to each other, as well as engaging the said male and female joints, the engagement and as leakage path of Omesugakarigo cavity formed between the male and female joints are blocked with, by providing only the water-impervious material in a part of the Omesugakarigo cavity, wherein male joint, said female coupling, and said defined by impervious material, while forming a reservoir is empty sinus portion capable of storing a liquid, ensuring impermeability,
Provided all previous SL reservoir, the liquid level detecting means for detecting the liquid level of the previous SL in the reservoir unit,
A liquid level detecting means for detecting a liquid level of the retained water blocked by the water blocking wall;
Display means for displaying this when both said liquid level detecting means detects the liquid level and the liquid level of said held water before Symbol in reservoir respectively,
A water shielding situation management system for a water shielding wall, characterized by comprising: A supply means for supplying a liquid prior Symbol reservoir in response to the liquid level of the liquid level and the held water in front Symbol reservoir respectively detected by the two liquid level detection means,
And discharging means for discharging the liquid or the held water before Symbol reservoir in response to the liquid level of the liquid level and the held water in front Symbol reservoir respectively detected by the two liquid level detection means,
The water-blocking state management system for the water-blocking wall according to claim 2, comprising: A water shielding wall formed in the ground or a soil cement wall by connecting a plurality of plate-like or sheet-like water shielding materials made of a water-impermeable material in a horizontal direction via a joint portion. A method for managing the water shielding situation of a water shielding wall for managing the water situation,
The joint portion includes a Omesugakarigo portion the male joint and the female joint are engaged formed water-impervious material to be connected to each other, as well as engaging the said male and female joints, the engagement and as leakage path of Omesugakarigo cavity formed between the male and female joints are blocked with, by providing only the water-impervious material in a part of the Omesugakarigo cavity, wherein male joint, said female coupling, and said defined by impervious material, while forming a reservoir is empty sinus portion capable of storing a liquid, it becomes to ensure impermeability,
By monitoring the liquid level and the liquid level of the fenced held water from the impervious wall of all previous SL in reservoir, shielding of water shield wall, characterized in that managing the water shield status of the water shield wall Water status management method.

Images