JP2023018762A - Underwater sand pump - Google Patents

Abstract

To provide an underwater sand pump which is hung by a support rope, inserted into an underground hole, sucking slime in an underground hole together with muddy water and pumping to a ground to discharge, for treating slime in an underground hole in a cast-in-place pile construction method in which excavation using muddy water is finished.SOLUTION: In an underwater sand pump 1, by connecting a horizontal opening connected with an impeller casing 30 and a vertical opening connected with a mud pumping pipe 40 of a joint pipe 10 using a curved pipe portion 25 with a prescribed curvature, the vertical opening is displaced from a vertical area where the vertical opening is positioned, to an area in a direction toward the center of underwater sand pump 1, to be disposed.SELECTED DRAWING: Figure 1

Description

In the present invention, for the slime treatment in the underground hole in the cast-in-place pile construction method in which excavation is completed using mud water, the slime in the underground hole is suspended by supporting ropes and inserted into the underground hole. It relates to a submersible sand pump that sucks sand together with muddy water, lifts it to the ground, and discharges it.

Conventionally, the earth drill method and the all-casing method have been provided as cast-in-place pile construction methods for building foundation piles. In order to prevent collapse of the hole wall, etc., the hole is filled with muddy water as a stabilizing liquid during excavation work. Used muddy water deteriorates, has a high specific gravity, and contains slime, which is residue such as fine mud and sand produced by excavation.

When slime settles and accumulates on the bottom of a hole, or remains attached to the wall of a hole, the tip of the hole at the bottom of the hole and the wall of the hole are measured in ultrasonic measurement to confirm the drilling status of the underground hole. It may not be possible in some cases, and it becomes an obstacle in confirming whether or not the predetermined excavation has been completed. Most importantly, when ready-mixed concrete is poured to build piles with slime still remaining at the bottom of the hole, a layer of slime exists between the bottom of the pile and the excavated support layer, acting as a buffer material. As a result, the driven pile may not be able to achieve its original performance and bearing capacity. Therefore, in the cast-in-place pile construction method, the removal of slime, especially the removal of slime that has settled at the bottom of a hole, is one of the most important tasks.

Therefore, before placing ready-mixed concrete, it is necessary to replace the used muddy water with new muddy water from the underground hole after excavation is completed, and to take measures to remove the slime generated by the excavation. As a means for removing slime, the applicant inserts an underwater sand pump suspended from a base machine installed on the ground by a predetermined support rope such as a steel wire into the underground hole, and sucks slime into the underwater sand pump together with muddy water. Conventionally, various means for removing mud by lifting it to the ground have been provided (Patent Document 1).

Submersible sand pumps for sucking slime from underground holes together with muddy water and pumping them onto the ground are required to have a pumping capacity that can effectively remove slime above all. Based on abundant construction experience, the applicant considers slime with a large specific gravity and recent expanded bottom piles, and has a sludge lifting capacity of about [lifting height: 30 m, pumping amount: 1.5 m ³ /min]. After comprehensive consideration of the durability and supply system of repair parts, etc., "Toyo Denki Kogyosho Co., Ltd." , “model name: DPF-30” is used as a submersible sand pump for slime treatment (hereinafter referred to as “submersible sand pump 101”) (Non-Patent Document 1). This submersible sand pump 101 has a track record of stable slime treatment for underground holes of various diameters.

Submersible sand pumps for removing slime from underground holes have the above-mentioned predetermined mud-lifting capacity, and as a prerequisite for this, they can be smoothly inserted into and removed from underground holes by being suspended from the ground by supporting ropes. There is a need. For this purpose, the maximum width dimension of the submersible sand pump must be within the dimension that maintains the clearance required for insertion and extraction with respect to the inner diameter of the excavated underground hole. That is, it is necessary to satisfy the relationship [maximum width dimension of underwater sand pump + clearance dimension <inner diameter of underground hole]. No matter how high the mud lifting capacity is, if the insertion into the underground hole cannot be performed smoothly, the capacity cannot be demonstrated.

If a sufficient clearance cannot be secured, the submersible sand pump may come into direct contact with the underground hole and destroy the hole wall if no casing is used for excavation. This is because it has an adverse effect. When a casing is used for excavation, the hole wall is protected by the casing and will not be destroyed, so the clearance is less than when the casing is not used.

17 is a front view of the submersible sand pump 101, FIG. 18 is a plan view of the main parts, FIG. 19 is a front view showing the state of connection between the impeller casing 130 and the joint pipe 100, and FIG. 20 is a side view thereof. The submersible sand pump 101 has an impeller casing 130 that surrounds a suction impeller (not shown) arranged on the bottom surface and has an impeller casing 130 that is arranged in the circumferential direction and has a casing opening 135 that opens in the tangential direction (see FIGS. 4 and 5). The vertical flange 115a (see FIG. 20) of the joint pipe 100, which is a 90-degree elbow joint bent at right angles, is connected to the casing flange 135a (see FIG. 20) of the joint pipe 100, and the horizontal flange 120a of the joint pipe 100 is connected in the vertical direction. Mud water containing slime (hereinafter referred to Together, they are called “muddy water”), and the direction is changed from horizontal to vertical.

This submersible sand pump 101 is suspended from a base machine installed on the ground via a support rope so as to be able to be drawn out and wound up, and is inserted into the underground hole that has been excavated using mud water as a stabilizing liquid. Power is supplied from the base machine through a cabtire cable to rotate the impeller, thereby sucking muddy water in the underground hole into the impeller casing 130 . The muddy water sucked into the impeller casing 130 is supplied to the joint pipe 100 from the casing opening 135 of the impeller casing 130, changes its direction from the horizontal direction to the vertical direction, and is supplied to the mud lifting pipe 140 installed in the vertical direction to reach the ground. to lift mud Reference numeral 105 denotes an agitating blade, which agitates the precipitated slime to make it float and facilitate suction by the impeller. The structure of the submersible sand pump 101 and the pumping of muddy water are conventionally known.

The submersible sand pump 101 employs a joint pipe 100 made up of a 90-degree elbow joint. The other opening of the joint pipe 100 connected to the portion 145 is positioned in the same vertical region. Therefore, as shown in FIG. 18, the joint pipe 100 is arranged to protrude in the tangential direction of the impeller casing 130, and the horizontal flange 120a of the joint pipe 100 on the sludge pipe 140 side is the maximum width dimension of the submerged sand pump 101. One reference point α for determining W1 is determined. The impeller casing 130 positioned symmetrically with respect to the reference point α of the joint pipe 100 with respect to the center of the submersible sand pump 101 determines the other reference point β. The dimension between these two reference points α and β, that is, the maximum width dimension W1 of the underwater sand pump 101 is 910 mm.

According to the applicant's empirical rule, the clearance size should be about 10% of the maximum width of the submersible sand pump used for underground holes that do not use a casing when excavated by the earth drill method or the like. If the underground hole uses a casing when excavating by the all-casing method, etc., the maximum width of the submersible sand pump to be used is required to be about 5%. Therefore, in order to process slime using the submersible sand pump 101, if the former underground hole does not use a casing, the inner diameter of the underground hole must be 1001 mm (maximum width dimension W1: 910 mm + clearance dimension: 91 mm = 1001 mm) is the underground hole using the latter casing, the inner diameter of the underground hole is 955.5 mm (maximum width dimension W1: 910 mm + clearance dimension: 45.5 mm = 955.5 mm) It is assumed that it exceeds

The hole diameter of the underground hole varies depending on the specifications of the cast-in-place pile to be driven. was using. The inner diameter of an underground hole with a hole diameter of 1100 mm is 1100 mm as it is if the method does not use a casing for excavation. satisfy. In addition, if the method uses a casing for excavation, the inner diameter of the casing deployed in the underground hole with a hole diameter of 1100 mm is 990 mm. hole inner diameter: 990 mm].

Japanese Patent No. 4854764

Product specifications for Submersible Disturbance Sand Pump DPF-30 manufactured by Toyo Denki Kogyosho Co., Ltd.

The specifications of cast-in-place piles, such as the pile diameter, are determined by the required capacity in terms of building design and strength calculation for the pile. In recent years, the required capacity for cast-in-place piles has also been subdivided, and in addition to the above-mentioned large-diameter cast-in-place piles with a pile diameter of 1100 mm or more (hereinafter referred to as "pile diameter 1100 mm pile"), the pile diameter Demand for cast-in-place piles with a small diameter of 1000 mm (hereinafter referred to as "pile diameter 1000 mm pile") is increasing.
Reason 1: For example, in places where there is no problem in terms of structural strength such as external stairs and multi-storey parking lots around the building, piles with a diameter of 1000 mm can be used instead of the piles with a diameter of 1100 mm that support the building itself. matter.
Reason 2: Even in narrow areas where it is difficult to construct piles with a pile diameter of 1,100 mm, it may be possible to construct a pile with a pile diameter of 1,000 mm.
Reason 3: When constructing a new building while leaving the existing cast-in-place piles, the bearing capacity of the building may be designed using piles with a diameter of 1,000 mm so as not to interfere with the existing piles.
Reason 4: A pile with a diameter of 1000 mm uses less excavated soil, concrete and reinforcing bars than a pile with a diameter of 1100 mm, and is inexpensive in terms of cost.

Even if it is an underground hole for driving a pile with a pile diameter of 1000 mm, it is the same as sucking slime together with muddy water after excavation is completed and lifting it to the ground. Similarly, a mud lifting capacity of about [lifting height: 30 m, pumping amount: 1.5 m ³ /min] is required. Poor sludge pumping capacity requires a long processing time, which not only directly affects work efficiency, but also makes slime processing difficult in some cases. In recent years, expanded bottom piles have become mainstream, and if the lifting capacity is poor, it becomes difficult to remove slime from the expanded bottom. In addition, if the method uses a casing for excavation, the inner diameter of the casing deployed in the underground hole with a hole diameter of 1100 mm is 990 mm. hole inner diameter: 990 mm].

Therefore, even if the underground hole of a pile having a pile diameter of 1000 mm can be used, there is no problem if the submersible sand pump 101 having the above-described mud pumping capability can be used. However, if the method uses a casing for excavation, the inner diameter of the casing placed in the underground hole with a hole diameter of 1000 mm is 890 mm, and the submersible sand pump 101 with the maximum width dimension W1: 910 mm cannot be physically inserted. In addition, if the construction method does not use a casing for excavation, the inner diameter of the underground hole of the pile with a diameter of 1000 mm is 1000 mm. Considering a clearance of 91 mm, [maximum width dimension W1: 910 mm + clearance dimension: 91 mm = 1001 mm> inner diameter of underground hole: 1000 mm], the clearance is insufficient, and it is difficult to use at the actual construction site.

Therefore, the applicant used a separate pipe-type slime processing device for the underground hole of the pile with a pile diameter of 1000 mm, or the maximum width dimension of 825 mm "Product Name: Submersible Disturbance Sand Pump", "Model Name: DPF-20" is used as a submersible sand pump for slime processing (hereinafter referred to as "submersible sand pump DPF-20") to process slime. . However, the pumping capacity of the submersible sand pump DPF-20 is limited to [lifting height: 20 m, pumping volume: 1.5 m ³ /min], and compared to the submersible sand pump 101, the pumping capacity is inferior. It takes a long time, and not only does it directly affect the work efficiency, but if the specific gravity of the stable liquid containing slime is high, it may become difficult to lift. Furthermore, although there is concern about removing slime from the expanded bottom part of the expanded bottom pile, there is no other means, so it is unavoidable to use a submersible sand pump DPF-20 over a long period of time, or a small model of another model with poor mud lifting capacity. Slime is processed by a pipe-type slime processing equipment using a pump.

In addition, in addition to the submersible sand pump 101 for underground holes of pile diameter 1100 mm, in order to deal with slime treatment of both underground holes of pile diameter 1100 mm pile and underground hole of pile diameter 1000 mm, Equipping a submersible sand pump DPF-20 for underground holes with a pile diameter of 1000 mm not only duplicates the equipment, but also requires time and effort to replace it, which adversely affects work efficiency. .

Therefore, in the present invention, in order to efficiently lift and remove the mud water in the drilled underground hole, the underwater sand pump 101 with [lifting height: 30 m, pumping amount: 1.5 m ³ /min] is used. To provide a submersible sand pump with high versatility that can be smoothly inserted into and taken out not only from the underground hole of a pile of 1100 mm in diameter but also into the underground hole of a pile of 1000 mm in diameter.

As described above, the maximum width dimension W1 of the submersible sand pump 101 is the dimension between the reference point α of the joint pipe 100 and the reference point β of the impeller casing 130 (see FIG. 18). In order to solve the above problems, the inventors have proposed a mud pumping mechanism of the submersible sand pump 101 having a predetermined mud pumping capacity, particularly reduction of the maximum width dimension W1 that determines whether or not the pump can be inserted into or removed from the underground hole. The following findings were obtained through intensive research.
Finding 1: The feasibility of changing the position and configuration of the impeller casing 130 is low.
Finding 2: It is difficult to change the reference point β determined by the impeller casing 130 .
Finding 3: The reference point α is the horizontal flange 120a on the mud lifting pipe 140 side.
Finding 4: The action of the joint pipe 100 is to change the direction of the mud water sucked into the impeller casing 130 arranged in the circumferential direction of the submersible sand pump 101 and supply it to the mud pumping pipe 140 arranged in the vertical direction.
Finding 5: The joint pipe 100 must be connected to the mud lifting pipe 140 without reducing the inner diameter of the casing opening 135 of the impeller casing 130 . Alternatively, the joint pipe 100 must be connected to the mud lifting pipe 140 having a larger inner diameter than the casing opening 135 of the impeller casing 130 without reducing the inner diameter of the casing opening 135 .

Based on the findings 1 to 5 above, the inventor has obtained the following ideas regarding reduction of the maximum width dimension W1.
Idea 1: Although the impeller casing 130 that determines the reference point β cannot be changed, the joint pipe 100 that determines the reference point α does not need to use a 90-degree elbow joint as long as it retains its function.
Idea 2: Possibility of changing the position of the reference point α by changing the configuration of the joint pipe 100 .

Based on ideas 1 and 2, the mud pumping pipe 140 is displaced from the vertical region where the casing opening 135 of the impeller casing 130 is located, that is, from the position directly above the impeller casing 130 toward the center of the underwater sand pump 101. Based on the inference that the maximum width dimension W1 can be reduced if a new joint pipe that can be connected in a state can be provided, the present invention was arrived at as a result of trial and error.

In order to achieve the object of the present invention, according to claim 1, mud water as a stabilizing liquid is inserted into an underground hole that has been excavated, and the slime in the underground hole, together with the mud water, is surrounded by an underwater sand. A submersible sand pump that sucks mud into the impeller casing arranged in the circumferential direction of the pump, changes the direction from the impeller casing through a joint pipe, and supplies it to a mud pipe arranged vertically to lift the mud to the ground. By connecting the horizontal opening connected to the impeller casing and the vertical opening connected to the sludge pipe with a curved pipe portion having a predetermined curvature, the vertical opening is defined as a vertical region where the horizontal opening is located. Basically, a submersible sand pump is provided that is displaced from the center of the submersible sand pump.

According to claim 2, the bent pipe section has an inner diameter dimension that does not reduce the inner diameter dimension of the horizontal opening. According to claim 4, the curved pipe portion is arranged to be displaced in the region in the center direction of the sand pump, and the bent pipe portion is directed toward the center direction of the submersible sand pump, from the horizontal opening to the vertical opening. The curvature is varied in multiple directions to provide a configuration that is linked to the vertical opening.

According to claim 5, the inner diameter of the vertical opening is larger than that of the horizontal opening. A connected arrangement is provided according to claim 7, in which a casing flange mounted on the outer periphery of the casing opening and a vertical flange mounted on the outer periphery of the horizontal opening are connected.

Furthermore, according to claim 8, a mud-lifting pipe opening opened at the lower end in the vertical direction of the mud-lifting pipe and a configuration in which the vertical opening is connected are provided at the outer peripheral edge of the mud-lifting pipe opening according to claim 9. A structure is provided in which a sludge lifting pipe flange and a horizontal flange provided on the outer peripheral edge of the vertical opening are connected.

According to claim 10, a submersible sand pump that satisfies the following conditions 1 and 2 is provided.
Condition 1: Lifting height: 30 m or more, pumping capacity: 1.5 m ³ /min or more.
Condition 2: [maximum width x 110% < 1000 mm] for an underground hole with an inner diameter of 1000 mm.

Further, according to claim 11, a submersible sand pump that satisfies the following conditions 1 and 3 is provided.
Condition 1: Lifting height: 30 m or more, pumping capacity: 1.5 m ³ /min or more.
Condition 3: [Maximum width x 105% < 890 mm] for a casing with an inner diameter of 890 mm deployed in an underground hole.

According to the present invention described above, the horizontal opening connected to the impeller casing and the vertical opening connected to the sludge lifting pipe of the joint pipe are connected by the curved pipe portion having a predetermined curvature, so that the vertical opening can be displaced from the vertical area where the horizontal opening is located to the area toward the center of the submersible sand pump. Therefore, the impeller is displaced by the joint pipe from the vertical region where the casing opening of the impeller casing is located, that is, the position directly above the casing opening of the impeller casing to the region toward the center of the submersible sand pump. It can be connected with the casing. As a result, the connecting portion of the joint pipe with the mud pumping pipe, that is, the horizontal flange of the joint pipe on the mud pumping pipe side can be released from the reference point for determining the maximum width dimension of the underwater sand pump.

Therefore, a submersible sand pump that maintains the predetermined mud pumping capacity [lifting height: 30 m, pumping amount: 1.5 m ³ /min] necessary for pumping muddy water is installed in the underground hole of the pile diameter 1000 mm. can be smoothly inserted and removed while holding the Specifically, it is possible to obtain a submersible sand pump of [maximum width x 110% < 1000 mm] for an underground hole with an inner diameter of 1000 mm. Submersible sand pumps with [maximum width dimension x 105% < 890 mm] can be obtained.

The obtained joint pipe of the submersible sand pump can be connected to the mud pump pipe without reducing the inner diameter of the casing opening of the impeller casing, or without reducing the inner diameter of the casing opening of the impeller casing. , can be connected to a sludge pipe having a larger inner diameter than the opening of the casing, and can exhibit the functions required of the joint pipe. Further, since the submerged sand pump is suspended by the support rope and the mud pipe, the stability of the submerged sand pump is improved by displacing the mud pipe to the area toward the center of the submerged sand pump.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of essential parts of a submersible sand pump according to the present invention; FIG. 2 is a front view of FIG. 1; FIG. 2 is a plan view of a main portion of FIG. 1; A perspective view of an impeller casing. 5 is a front view of FIG. 4; FIG. The front view of a joint pipe. The rear view of a joint pipe. The top view of a joint pipe. The bottom view of a joint pipe. The right side view of a joint pipe. The left side view of a joint pipe. The perspective view of a joint pipe. FIG. 7 is a combined cross-sectional view along the ABCDEEFG line in FIG. The perspective view which shows the connection state of an impeller casing and a joint pipe. The front view which shows the connection state of an impeller casing and a joint pipe. FIG. 16 is a side view of FIG. 15; FIG. 2 is a front view of a main portion of a conventional submersible sand pump; FIG. 18 is a plan view of a main portion of FIG. 17; The front view which shows the connection state of the conventional impeller casing and a joint pipe. FIG. 20 is a side view of FIG. 19;

An embodiment of the present invention will be described below with reference to the drawings. 1 is a perspective view of the main part of a submersible sand pump 1 according to the present invention, FIG. 2 is a front view thereof, FIG. 3 is a plan view of the main part, FIG. 4 is a perspective view of an impeller casing 30, and FIG. 5 is a front view thereof. be. The submersible sand pump 1 is suspended from a base machine installed on the ground so that it can be drawn out and wound up via a support rope, and is inserted into a hole that has been excavated using mud water as a stabilizing liquid. A cabtyre cable is drawn out from the cabtire cable to supply power, and a suction impeller (not shown) arranged on the bottom surface is rotated to suck muddy water (muddy water including slime) in the underground hole into the impeller casing 30 .

The impeller casing 30 surrounds the impeller (not shown) and is arranged in the circumferential direction of the submersible sand pump 1 . is provided with a casing flange 35a. The impeller casing 30 and its casing flange 35a have the same configuration as the impeller casing 130 of the conventional submersible sand pump 101 and its casing flange 135a. The muddy water sucked into the impeller casing 30 is supplied from the casing opening 35 to the joint pipe 10 to change the direction from the horizontal direction to the vertical direction, and is supplied to the mud lifting pipe 40 installed in the vertical direction and lifted to the ground. . Incidentally, reference numeral 5 denotes an agitating blade, which agitates the precipitated slime to make it float and facilitate suction by the impeller.

A feature of the present invention is that, in order to shorten the maximum width dimension W of the submersible sand pump 1, which is the problem to be solved, the joint pipe 10 for supplying the mud water sucked into the impeller casing 30 to the mud lifting pipe 40 is newly developed. In addition, the arrangement position of the mud pumping pipe 40 connected to the impeller casing 30 by the joint pipe 10 is displaced toward the center of the submersible sand pump 1 . Other configurations are the same as those of the conventional underwater sand pump 101 .

6 is a front view of the joint pipe 10, FIG. 7 is its rear view, FIG. 8 is its plan view, FIG. 9 is its bottom view, FIG. 10 is its right side view, FIG. 11 is its left side view, and FIG. FIG. 13 is a perspective view thereof, and FIG. 13 is a combined cross-sectional view taken along the line ABCDEDEFG of FIG. The joint pipe 10 is a member that connects the casing opening 35 of the impeller casing 30 that opens in the horizontal direction and the mud lifting pipe opening 45 that opens in the vertical direction at the lower end of the mud lifting pipe 40 . 6, the joint pipe 10 has a horizontal opening 15 (see FIG. 7) and a vertical opening 20 (see FIG. 8). 20 and the horizontal opening 15 are connected by a bent pipe portion 25 formed by bending with a predetermined curvature. The curved pipe portion 25 extends from the horizontal opening 15 to the vertical opening 20 toward the center of the submersible sand pump 1 (to the left in the front view of FIG. 6), from obliquely upward to the vertical direction, as shown in FIG. It is a hollow tubular body connected to the vertical opening 20 by changing the curvature in multiple stages as shown.

A disk-shaped vertical flange 15a is vertically attached to the outer peripheral edge of the horizontal opening 15 of the joint pipe 10, and a disk-shaped horizontal flange 20a is attached horizontally to the outer peripheral edge of the vertical opening 20. . Then, by fixing the vertical flange 15a of the joint pipe 10 to the casing flange 35a of the impeller casing 30 with appropriate fixing means such as bolts, the casing opening 35 of the impeller casing 30 and the horizontal opening 15 of the joint pipe 10 are connected. communicate. Further, by fixing the horizontal flange 20a of the joint pipe 10 to the mud pipe flange 45a of the mud pipe 40 with appropriate fixing means such as bolts, the mud pipe opening 45 of the mud pipe 40 and the joint pipe 10 communicates the vertical openings 20 of As a result, the muddy water sucked into the impeller casing 30 passes through the casing opening 35 of the impeller casing 30, passes through the horizontal opening 15 of the joint pipe 10, changes direction, and is lifted from the vertical opening 20 of the joint pipe 10. The mud reaches the mud pipe opening 45 of the mud pipe 40 and is lifted to the ground through the mud pipe 40 .

The horizontal opening 15 of the joint pipe 10 has the same inner diameter as the casing opening 35 of the impeller casing 30, and the bent pipe portion 25 has a cross-sectional inner diameter that does not reduce the inner diameter of the horizontal opening 15. and reaches the vertical opening 20 . Alternatively, the inner diameter of the vertical opening 20 of the joint pipe 10 is formed larger than the inner diameter of the horizontal opening 15 . In the illustrated example, the vertical opening 20 is made larger than the horizontal opening 15 so that the inner diameter of the mud lifting pipe 40 is larger than the inner diameter of the impeller casing 30 in order to improve the efficiency of lifting mud to the ground.

With the above configuration, the vertical opening 20 of the joint pipe 10 is arranged in a vertical area toward the center of the submersible sand pump 1 outside the vertical area 15b where the horizontal opening 15 is located, as shown in FIG. be done. Therefore, the mud pumping pipe 40 connected to the vertical opening 20 of the joint pipe 10 also deviates from the vertical region 15b of the horizontal opening 15, that is, the region directly above the horizontal opening 15, and It is arranged at a position displaced (to the left in the front view of FIG. 6).

As a result, as shown in FIG. The other reference point β is the impeller casing 30 located symmetrically with respect to the reference point γ of the bent tube portion 25 . Since the other reference point β is formed by the impeller casing 30, although it is common to the reference point β that determines the maximum width dimension W1 of the conventional submersible sand pump 101, the horizontal flange that constitutes the reference point α 20a is located toward the center of the submersible sand pump 1 from the reference point γ without constituting the reference point γ.

The dimension between the reference points γ and β, that is, the maximum width dimension W of the underwater sand pump 1 is 830 mm. The submersible sand pump 1 differs from the conventional submersible sand pump 101 having a maximum width of 910 mm except that the joint pipe 10 and the position of the sludge pumping pipe 40 are changed. The capacity as a pump is the same, and the mud pumping capacity of [lifting head: 30 m, pumping amount: 1.5 m ³ /min] is maintained, and "Condition 1" required for the submersible sand pump 1 is satisfied. ing. That is, the submersible sand pump 1 uses a new joint pipe 10 to reduce the maximum width dimension W from 910 mm to 830 mm, and replaces the mud pump pipe 40 with the submerged sand pump 101. 1 is displaced toward the center.

Since the submersible sand pump 1 has a maximum width W of 830 mm, it can be smoothly inserted into and removed from an underground hole with a hole diameter of 1000 mm while securing clearance to the underground hole. That is, [830 mm × 110% = 913 mm < 1000 mm] for an underground hole with a hole diameter of 1000 mm and an inner diameter of 1000 mm without using a casing for excavation. [Maximum width x 110% < 1000 mm] >> is satisfied for the central hole.

In addition, [830 mm × 105% = 871.5 mm < 890 mm] for a casing with an inner diameter of 890 mm deployed in an underground hole with a hole diameter of 1000 mm in which the casing is used for excavation, <<Condition 3 required for the underwater sand pump 1 : [Maximum width x 105% < 890 mm] >> is satisfied for a casing with an inner diameter of 890 mm deployed in an underground hole.

According to the present invention described above, the horizontal opening connected to the impeller casing and the vertical opening connected to the sludge lifting pipe of the joint pipe are connected by the curved pipe portion having a predetermined curvature, so that the vertical opening can be displaced from the vertical area where the horizontal opening is located to the area toward the center of the submersible sand pump. Therefore, the impeller is displaced by the joint pipe from the vertical region where the casing opening of the impeller casing is located, that is, the position directly above the casing opening of the impeller casing to the region toward the center of the submersible sand pump. It can be connected with the casing. As a result, the connecting portion of the joint pipe with the mud pumping pipe, that is, the horizontal flange of the joint pipe on the mud pumping pipe side can be released from the reference point for determining the maximum width dimension of the underwater sand pump.

Therefore, a submersible sand pump that maintains the predetermined mud pumping capacity [lifting height: 30 m, pumping amount: 1.5 m ³ /min] necessary for pumping muddy water is installed in the underground hole of the pile diameter 1000 mm. can be smoothly inserted and removed while holding the Specifically, it is possible to obtain a submersible sand pump of [maximum width x 110% < 1000 mm] for an underground hole with an inner diameter of 1000 mm. Submersible sand pumps with [maximum width dimension x 105% < 890 mm] can be obtained.

The obtained joint pipe of the submersible sand pump can be connected to the mud pump pipe without reducing the inner diameter of the casing opening of the impeller casing, or without reducing the inner diameter of the casing opening of the impeller casing. , can be connected to a sludge pipe having a larger inner diameter than the opening of the casing, and can exhibit the functions required of the joint pipe. Further, since the submerged sand pump is suspended by the support rope and the mud pipe, the stability of the submerged sand pump is improved by displacing the mud pipe to the area toward the center of the submerged sand pump.

DESCRIPTION OF SYMBOLS 1,101... Underwater sand pump 5,105... Stirring blade 10,100... Joint pipe 15... Horizontal opening part 15a, 115a... Vertical flange 15b... Vertical area 20... Vertical opening part 20a, 120a... Horizontal flange 25... Curved pipe Parts 30, 130 Impeller casing 35, 135 Casing opening 35a, 135a Casing flange 40, 140 Sludge pipe 45, 145 Sludge pipe opening 45a, 145a Sludge pipe flange W, W1 Maximum width Dimensions α, β, γ…Reference point

According to claim 2, the bent pipe section has an inner diameter dimension that does not reduce the inner diameter dimension of the horizontal opening. According to claim 4, the curved pipe portion is curved in multiple stages from the horizontal opening to the vertical opening toward the center of the submersible sand pump. provides a configuration that changes the

Claims (11)

Mud water as a stabilizing liquid is inserted into the underground hole that has been excavated, and the slime inside the underground hole is sucked into the impeller casing, which surrounds the impeller and is arranged in the circumferential direction of the submersible sand pump, together with the mud water. In a submersible sand pump that lifts mud to the ground by changing the direction and supplying it to a vertically arranged mud lifting pipe from the impeller casing through
By connecting the horizontal opening connected to the impeller casing and the vertical opening connected to the sludge pipe of the joint pipe with a curved pipe portion having a predetermined curvature,
A submersible sand pump, wherein the vertical opening is displaced from a vertical region where the horizontal opening is located to a region toward the center of the submersible sand pump. 2. A submersible sand pump according to claim 1, wherein the curved tube portion has an inner diameter dimension that does not reduce the inner diameter dimension of the horizontal opening. 3. A submersible sand pump according to claim 1 or 2, wherein the mud pumping pipe is displaced from a vertical region where the horizontal opening is located to a region toward the center of the submersible sand pump. The curved pipe portion is connected to the vertical opening by changing the curvature in multiple stages from the horizontal opening to the vertical opening and from the obliquely upward direction to the vertical direction toward the center of the submersible sand pump. 4. Submersible sand pump according to 2 or 3. 5. A submersible sand pump according to claim 1, 2, 3 or 4, wherein the inner diameter of the vertical opening is larger than the inner diameter of the horizontal opening. 6. A submersible sand pump according to claim 1, 2, 3, 4 or 5, wherein the tangential opening of the impeller casing and the horizontal opening are connected. 7. A submersible sand pump according to claim 6, wherein a casing flange provided on the outer peripheral edge of the casing opening and a vertical flange provided on the outer peripheral edge of the horizontal opening are connected. 8. A submersible sand pump according to claim 1, 2, 3, 4, 5, 6 or 7, wherein the opening of the mud pumping pipe opened at the lower end in the vertical direction of the mud pumping pipe and the vertical opening are connected. 9. A submersible sand pump according to claim 8, wherein a mud pumping pipe flange mounted on the outer peripheral edge of the mud pumping pipe opening and a horizontal flange mounted on the outer peripheral edge of the vertical opening are connected. 10. A submersible sand pump according to claim 1, 2, 3, 4, 5, 6, 7, 8 or 9, which satisfies the following conditions 1 and 2.
Condition 1: Lifting height: 30 m or more, pumping capacity: 1.5 m ³ /min or more.
Condition 2: [maximum width x 110% < 1000 mm] for an underground hole with an inner diameter of 1000 mm. 10. A submersible sand pump according to claim 1, 2, 3, 4, 5, 6, 7, 8 or 9, which satisfies the following conditions 1 and 3.
Condition 1: Lifting height: 30 m or more, pumping capacity: 1.5 m ³ /min or more.
Condition 3: [Maximum width x 105% < 890 mm] for a casing with an inner diameter of 890 mm deployed in an underground hole.

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