JPWO2010089985A1 - Steel member for foundation, method for placing steel member for foundation, and continuous steel wall for foundation - Google Patents

Abstract

The structural member for a foundation of the present invention includes a web portion, a pair of flange portions provided continuously at both ends of the web portion, and a pair of joint portions provided at side end portions of the pair of flange portions. And a first water jet pipe attached along the longitudinal direction of the steel sheet pile only on the outside of the steel sheet pile.

Description

The present invention relates to a steel member for a foundation applied to a foundation structure that supports a structure in a vertical direction in the field of civil engineering and construction, a method for placing a steel member for a foundation, and a continuous steel wall for a foundation.
This application claims priority on February 4, 2009 based on Japanese Patent Application No. 2009-023655 for which it applied to Japan, and uses the content here.

  In the civil engineering and construction field, steel sheet piles used as structural members for retaining walls, foundation structures, harbor river revetments and quay walls, and still water walls have joints at both ends in the width direction. . A continuous wall is formed by placing a plurality of steel sheet piles on the ground so that the joint portions of adjacent steel sheet piles fit together.

  Particularly in recent years, for example, Patent Literature 1 discloses a steel sheet pile as shown below as a technique for improving the vertical support force of the steel sheet pile. In the disclosed technique of Patent Document 1, for example, as shown in FIG. 13, a closed cross-section portion formed by the steel sheet pile 102 and the closed steel material 103 is formed by joining the closed steel material 103 to the tip portion of the steel sheet pile 102. . For this reason, when the combination steel sheet pile 101 is driven in the ground, the earth lump that has entered the closed cross section is compacted, and the tip of the steel sheet pile 101 is closed. Therefore, it can be expected that a certain degree of vertical support force (tip support force) is obtained. The larger the closed cross section, the better the tip support force. Moreover, also when driving a normal steel sheet pile without a closing member into the ground, earth and sand are clogged on the concave surface side (inner side) of the steel sheet pile, and a tip closing portion is formed.

  Examples of the method for placing steel sheet piles in the ground include a vibro hammer method and a press-fitting method. The vibro hammer method is a method of facilitating the penetration of the steel sheet pile by causing the ground to vibrate through the steel sheet pile and causing fluidization or sensitization to the ground when the steel sheet pile penetrates into the ground. The press-in method is a method in which a steel material to be placed is gripped by a chuck of a press-fitting machine and a static load is applied by a cylinder of the press-fitting machine to push the steel material into the ground.

  In any construction method, when the steel sheet pile to be placed is long, or when there are hard soil layers or obstacles such as stones in the ground, it is necessary to improve the ease of placing. is there. For this reason, what is called a water jet which ejects high-pressure water from the steel sheet pile lower end vicinity via piping is used.

  By the way, when the water jet is disposed at a position where the tip closing portion as described above is to be formed, the tip closing portion is easily disturbed, and the tip supporting force cannot be exhibited.

  For steel sheet piles that are assumed to be applied to a revetment structure that does not support the structure in the vertical direction, vertical support force is not required by forming a closed end in the support layer. A water jet may be used together until the installation is completed. On the other hand, for steel sheet piles that are assumed to be applied to a foundation structure that supports the structure in the upper part in the vertical direction through a continuous wall made of steel sheet piles, the support layer is disturbed by a water jet. If this is the case, the tip blocking portion cannot be formed in the support layer, and the vertical support force cannot be exhibited.

JP 2008-248503 A

  Therefore, the present invention has been devised in view of the above-described problems, and the object of the present invention is to use a water jet when placing a steel sheet pile into the ground by using a water jet. The steel member for foundations which can improve the ease of placing by the above, and can reliably form the closed end of the tip to exert the vertical supporting force, the method for placing the steel member for foundations, and the steel for the foundation To provide a continuous wall.

を満たすように設けられてもよい。
（３）上記（１）又は（２）に記載の基礎用鋼製部材は、前記鋼矢板の内側に接合する両端部を有する閉合部材を更に備えてもよい。
（４）上記（３）に記載の基礎用鋼製部材では、前記閉合部材の外側のみにおいて前記閉合部材の長手方向に沿って設けられる第２のウォータージェット管を更に備えてもよい。
（５）上記（４）に記載の基礎用鋼製部材では、前記第２のウォータージェット管が、Ｂを前記継手部の継手嵌合中心位置からの距離、Ｗを前記鋼矢板の有効幅、Ｈを前記鋼矢板の有効高さとして、

を満たすように設けられてもよい。
（６）上記（１）又は（２）に記載の基礎用鋼製部材は、前記第１のウォータージェット管の噴出出力を制御する制御装置を更に備えてもよい。
（７）上記（６）に記載の基礎用鋼製部材では、前記制御装置は、地中に圧入した前記基礎用鋼製部材の下端が、支持層の１〜３ｍ上から前記支持層に到達するまでに、前記ウォータージェットの水噴出圧力を５ＭＰａ以下に低減させるように制御してもよい。
（８）上記（１）又は（２）に記載の基礎用鋼製部材では、前記第１のウォータージェット管の下端部が、鉛直下向きに液体を噴出可能なノズルを更に備えてもよい。
（９）本発明の第２の態様は、上記（１）又は（２）に記載の基礎用鋼製部材を地中に打設する基礎用鋼製部材の打設方法である。この打設方法は、前記ウォータージェットから水を噴出させながら前記基礎用鋼製部材を前記地中に埋め込む工程と；前記基礎用鋼製部材の下端が、前記地中の支持層の１〜３ｍ上から前記支持層に到達するまでに、前記水の噴出を停止させる工程と；を備える。
（１０）本発明の第３の態様は、上記（１）又は（２）に記載の基礎用鋼製部材を地中に打設する基礎用鋼製部材の打設方法である。この打設方法は、前記ウォータージェット管から水を噴出させながら前記基礎用鋼製部材を前記地中に埋め込む工程と；前記基礎用鋼製部材の下端が、前記地中の支持層の１〜３ｍ上から前記支持層に到達するまでに、前記ウォータージェット管からの水噴出圧力を５ＭＰａ以下に低減させる工程と；を備える。
（１１）上記（１０）に記載の基礎用鋼製部材の打設方法は、前記水噴出圧力を５ＭＰａ以下に低減させる工程の後に、前記ウォータージェット管からの水噴出圧力が２．５ＭＰａ以上５ＭＰａ以下に保持する工程を更に備えてもよい。
（１２）本発明の第４の態様は、上記（１）又は（２）に記載の少なくとも２つの基礎用鋼製部材を互いの継手部で連結して構成される基礎用鋼製連続壁であり、前記少なくとも２つの基礎用鋼製部材の下端が支持層まで貫入される。
（１３）本発明の第５の態様は、上記（１）又は（２）に記載の少なくとも２つの基礎用鋼製部材を互いの継手部で連結して構成される基礎用鋼製連続壁であり、前記少なくとも２つの基礎用鋼製部材は、下端が中間層まで貫入される第１の基礎用鋼製部材と、下端が支持層まで貫入される第２の基礎用鋼製部材とを含む。The present invention uses the following means in order to solve the above problems.
(1) According to a first aspect of the present invention, a web portion, a pair of flange portions connected to both ends of the web portion, a pair of joint portions provided at side end portions of the pair of flange portions, And a first water jet pipe attached along the longitudinal direction of the steel sheet pile only on the outside of the steel sheet pile.
(2) In the steel member for foundations according to (1), the first water jet pipe is configured such that B is a distance from the joint fitting center position of the joint portion, W is an effective width of the steel sheet pile, H is the effective height of the steel sheet pile,

It may be provided so as to satisfy.
(3) The steel member for foundations according to (1) or (2) may further include a closing member having both ends joined to the inside of the steel sheet pile.
(4) The basic steel member according to (3) may further include a second water jet pipe provided along the longitudinal direction of the closing member only on the outside of the closing member.
(5) In the steel member for foundations according to (4) above, the second water jet pipe is configured such that B is a distance from the joint fitting center position of the joint portion, W is an effective width of the steel sheet pile, H is the effective height of the steel sheet pile,

It may be provided so as to satisfy.
(6) The steel member for foundations according to (1) or (2) may further include a control device that controls the ejection output of the first water jet pipe.
(7) In the steel member for foundations according to (6), the lower end of the steel member for foundations press-fitted into the ground reaches the support layer from 1 to 3 m above the support layer. Until then, the water jet pressure of the water jet may be controlled to be reduced to 5 MPa or less.
(8) In the steel member for foundations according to (1) or (2) above, the lower end portion of the first water jet pipe may further include a nozzle capable of ejecting liquid vertically downward.
(9) A second aspect of the present invention is a foundation steel member placement method in which the foundation steel member according to (1) or (2) is placed in the ground. The placing method includes a step of embedding the foundation steel member in the ground while ejecting water from the water jet; and a lower end of the foundation steel member is 1 to 3 m of the underground support layer. A step of stopping the ejection of water until reaching the support layer from above.
(10) A third aspect of the present invention is a foundation steel member placing method in which the foundation steel member according to the above (1) or (2) is placed in the ground. The placing method includes a step of embedding the foundation steel member in the ground while ejecting water from the water jet pipe; and a lower end of the foundation steel member is 1 to 1 of the underground support layer. Reducing the water jet pressure from the water jet pipe to 5 MPa or less before reaching the support layer from 3 m above.
(11) In the method for placing the steel member for foundations according to (10), the water jet pressure from the water jet pipe is 2.5 MPa or more and 5 MPa after the step of reducing the water jet pressure to 5 MPa or less. You may further provide the process hold | maintained below.
(12) A fourth aspect of the present invention is a continuous steel base wall configured by connecting at least two basic steel members according to (1) or (2) above with joint portions. Yes, the lower ends of the at least two foundation steel members penetrate into the support layer.
(13) A fifth aspect of the present invention is a continuous steel wall for foundation constituted by connecting at least two foundation steel members according to the above (1) or (2) with mutual joint portions. The at least two foundation steel members include a first foundation steel member whose lower end penetrates to the intermediate layer and a second foundation steel member whose lower end penetrates to the support layer. .

According to the structure of this invention as described in said (1), a 1st water jet pipe is attached to the outer side of a steel sheet pile. For this reason, formation of a front-end | tip obstruction | occlusion part is not inhibited and a vertical support force can be exhibited reliably.
According to the configuration of the present invention described in the above (2), since the first water jet pipe is attached within the range of the predetermined distance B, the joint portion is particularly clogged by the ejection from the first water jet pipe. It becomes possible to eliminate earth and sand. For this reason, a high vertical support force and ease of placing can be exhibited.
According to the structure of this invention as described in said (3), since the cross-sectional obstruction | occlusion part enclosed by the cross section of a steel sheet pile and the cross section of a closure member is formed, a vertical support force can be exhibited more reliably.
According to the structure of this invention as described in said (4), since a 2nd water jet pipe is attached to the outer side of a closing member, it can exhibit high vertical support force and placing ease.
According to the configuration of the present invention described in the above (5), it is possible to exhibit higher ease of placing.
According to the configuration of the present invention described in the above (6) to (8), high vertical support force and ease of placing can be exhibited.

According to the configuration of the present invention described in the above (9) to (10), when the foundation steel member is placed in the ground, the lower end of the foundation steel member placed in the ground is supported. The water jet is stopped or the water ejection pressure is reduced to 5 MPa or less before reaching the support layer from 1 to 3 m above the layer. As a result, it is possible to prevent the support layer from being disturbed by the ejection of water through the water jet tube. And by embedding the foundation steel member in the undisturbed support layer, when applied to the foundation structure that supports the structure in the vertical direction, it is possible to exert a high vertical support force Become.
According to the configuration of the present invention described in (11) above, it is possible to reliably exhibit a higher vertical support force than in the case of the configuration according to (10).
According to the structure of this invention as described in said (12), since the steel member for foundations by the structure of said (1)-(2) is connected, the continuous wall which has a high vertical supporting force can be obtained.
According to the configuration of the present invention described in (13) above, high vertical support can be achieved at low cost and easily compared to the case where the continuous wall is formed only by the steel member for foundations according to the configurations of (1) and (2) above. A continuous wall with force can be obtained.

It is sectional drawing of the steel member for foundations concerning the 1st Embodiment of this invention. It is sectional drawing which shows the closed cross-section part formed with the steel sheet pile and the virtual line L in the steel member for foundations. It is a perspective view of the steel member for foundations. It is sectional drawing which shows the example which changed the attachment position of the water jet pipe. It is sectional drawing which shows the example in which four water jet pipes are attached. It is sectional drawing which shows the other example to which four water jet pipes are attached. It is a figure for demonstrating the structure by which a water jet pipe is attached in the range of the distance B from the joint fitting center position of a joint part. It is a figure for demonstrating the distance B in the steel sheet pile 10 of a cross-section U shape. It is a figure which shows the structure of the press-fitting machine used when press-fitting the steel member for foundations by the press-fitting method. It is the figure which looked at the chuck | zipper 45 in the press injection machine from the top. It is sectional drawing which shows the steel member for foundations concerning the 2nd Embodiment of this invention. It is sectional drawing which shows the closed cross-section part formed with the steel sheet pile and the closing member in the steel member for foundations. It is sectional drawing which shows the modification of the steel member for foundations concerning the said 2nd Embodiment, and is sectional drawing which shows the steel member for foundations when a steel plate is used as a closing member. It is sectional drawing which shows the closed cross-section part formed with the steel sheet pile and the closing member in the steel member for foundations. It is sectional drawing which shows the modification of the steel member for foundations concerning the said 2nd Embodiment, and is sectional drawing which shows the steel member for foundations when a cross-section hat-shaped steel sheet pile is used as a steel sheet pile and a closure member. . It is sectional drawing which shows the modification of the steel member for foundations concerning the said 2nd Embodiment, A cross-section hat-shaped steel sheet pile is used as a steel sheet pile, and the steel member for foundations in the case where a steel plate is used as a closure member It is sectional drawing shown. It is a figure for demonstrating step 1 of the placement method of the steel member for foundations to which this invention is applied. It is a figure for demonstrating step 2 of the placement method. It is a figure for demonstrating step 3 of the placement method. It is a figure for demonstrating step 4 of the placement method. It is a figure for demonstrating step 1 'of the other placing method of the steel member for foundations to which this invention is applied. It is a figure for demonstrating step 2 'of the placement method. It is a figure for demonstrating step 3 'of the placement method. It is a figure for demonstrating step 4 'of the placement method. It is a figure which shows the specific example in the case of stopping the ejection of water by a water jet pipe, or weakening ejection. It is a figure for demonstrating a prior art.

  In order to provide a base steel member that has both a high vertical support force and ease of placement that can be applied to a foundation structure that supports a structure in the vertical direction in the field of civil engineering and construction, Therefore, we have intensively studied the structure that does not disturb the ground support layer.

  As a result, by attaching the water jet tube to the outside of the steel sheet pile, the formation of the tip closing portion is not hindered and the vertical supporting force can be surely exhibited. Furthermore, the water jet tube is defined by the following equation (1). The fitting portion is attached within the range of the distance B from the joint fitting center position, so that it does not interfere with the gripping mechanism in the press-fitting machine, and can be used in either the vibro method or the press-in method. It was found that excavation can be performed without clogging earth and sand in the joint. In addition, a joint fitting center position is a center position of the fitting part in sectional drawing which shows the state which the joint parts of adjacent steel sheet piles fitted.

Here, W: effective width of the steel sheet pile, H: effective height of the steel sheet pile.

  In order not to disturb the support layer by water jet injection, it is most effective to stop the water jet injection before the lower end of the steel sheet pile reaches the support layer. The ease of placing the steel sheet pile will be reduced. For this reason, depending on the required vertical support force, after the steel sheet pile has reached the support layer, after placing it to some extent in the support layer, stop the water jet or stop the water jet completely A method of suppressing the disturbance of the support layer and ensuring the ease of placing can also be considered by reducing the pressure.

  If the water jet is stopped once during the placing, earth and sand enter the nozzle at the lower end of the jet, and the ease of placing the steel sheet pile is extremely reduced. Even if an attempt is made to eject by a water jet at this time, the water ejection pressure may not be improved due to the earth and sand actually entering the nozzle. As a result, the ease of placing cannot be improved.

However, by only reducing the pressure without stopping the water jet, it is possible to prevent the entry of earth and sand into the nozzle of the jet, and it is possible to increase the water jet pressure of the jet again. In general, the water jet is often applied at a pressure of about 10 MPa or more, but the present inventors reduce the water jet pressure to less than half of 10 MPa, that is, 5 MPa or less before and after the lower end of the steel sheet pile reaches the support layer. Thus, it has been found that the disturbance of the support layer due to the water jet can be suppressed. That is, it is possible to firmly create the tip closing portion at the tip portion of the steel sheet pile, and as a result, it is possible to ensure the vertical support force. The inventors have also found that if the pressure of the water jet is 2.5 MPa or more, it is possible to prevent soil and sand from entering the nozzle of the jet.
(First embodiment)

  Hereinafter, as a preferable mode for carrying out the present invention, a steel member for a foundation used in a foundation structure that supports a structure in the vertical direction in the field of civil engineering and construction, a method for press-fitting a steel member for a foundation, and a steel product for a foundation The continuous wall will be described in detail with reference to the drawings. In the figure, a is the longitudinal direction of the foundation steel member (the direction in which the foundation steel member is embedded), b is the width direction of the foundation steel member, and c is the thickness direction of the foundation steel member. Show. Moreover, in this invention, as shown to drawing, the cross-sectional recessed part side (valley side) in a steel member for foundations is called an inner side, and a cross-sectional convex part side (peak side) is called an outer side.

  FIG. 1A is a cross-sectional view of a steel member for foundation 1 according to a first embodiment 2 of the present invention, and FIG. 2 shows a perspective view thereof.

  The steel member for foundation 1 includes a steel sheet pile 10 and a water jet pipe 18.

  The steel sheet pile 10 is integrally provided with a flange portion 12 on both sides of the web portion 11 so as to incline toward the inside in the figure, and a joint portion 14 is provided from the tip of the flange portion 12. Among the left and right joint portions 14, one joint portion 14 and the other joint portion 14 are symmetrical to each other and are designed to have a shape opened upward in the drawing. This joint part 14 has a shape which can be mutually fitted with the other joint part 14 in the other adjacent steel member 1 for foundations. The joint portion 14 includes a portion extending in a substantially vertical direction with respect to the web portion 11 in addition to the joint having a shape that is actually symmetrical with respect to the left and right lines.

  The water jet pipe 18 is attached along the longitudinal direction A of the steel sheet pile, and a nozzle 19 for ejecting water is provided at the first end portion 18a. Here, the mountain side of the steel sheet pile 10 shown in FIG. 1A is defined as the outside, and the valley side is defined as the inside. That is, the water jet pipe 18 is attached on the outer side of the steel sheet pile 10. In this example, the water jet pipe 18 is attached in the vicinity of the boundary position between the flange portion 12 and the joint portion 14. The inner diameter of the water jet pipe 18 is assumed to be about 5 cm, but is not limited to this.

  The second end portion 18b of the water jet pipe 18 is connected to a control device and a water supply pump (not shown). High-pressure water sent from the water pump (not shown) is sent to the nozzle 19 through the water jet pipe 18 and is jetted through the nozzle 19. By jetting high-pressure water through the nozzle 19, the ground can be excavated directly below the steel sheet pile 10, and can be buried in the ground with less force.

  Moreover, FIG. 1B shows sectional drawing in the state which casted the lower end of this steel member 1 for foundations to the underground support layer. In the figure, the L line is a virtual line connecting the pair of joint portions 14 of the steel sheet pile 10. A closed cross section 31 is formed by the cross section surrounded by the steel sheet pile 10 and the L line. Due to the presence of the closed cross section 31, the earth and sand of the support layer can be compacted. Accordingly, a high vertical support force can be obtained.

  The attachment position and the number of the water jet pipes 18 are not limited to the above-described example. FIG. 3 shows an example in which the mounting position of the water jet pipe 18 is changed. In the modification of FIG. 3, the water jet pipe 18 is attached on the flange portion 12.

  FIG. 4A shows an example in which the shape of the steel sheet pile 10 is changed. Also in this modified example, the flange portion 12 is integrally provided on both sides of the web portion 11 so as to incline inward in the figure, and the joint portion 14 is provided at the tip of the flange portion 12. However, in this modification, the steel sheet pile 10 has a hat-shaped cross section, and one joint portion 14 and the other joint portion 14 are symmetrical with respect to each other. As a result, the joint portion 14a is formed so as to face upward in the drawing, and the joint portion 14b is formed so as to face downward in the drawing.

  In the modification of FIG. 4A, four water jet pipes 18 are attached to the steel sheet pile 10. Two of these water jet tubes 18 are arranged on the left and right in FIG. 4A. About the left side, one each is arrange | positioned at the flange 12a and the coupling part 14a. On the right side, two are arranged on the flange 12b. In particular, the water jet pipe 18 is not disposed in the downward joint portion 14b.

  FIG. 4B shows an example in which the arrangement of the water jet pipe 18 is changed in the steel sheet pile 10 having a hat-shaped cross section shown in FIG. 4A. Also in this example, four water jet pipes 18 are attached to the steel sheet pile 10. Two water jet pipes 18 are arranged on the flange 12a and the flange 12b, two each on the left and right, and the water jet pipe 18 is not particularly arranged on the joint portions 14a and 14b.

  In addition, it can comprise as a steel continuous wall for foundations by mutually connecting the joint part 14 of the steel member 1 for foundations which adjoins.

  Next, the detail of the attachment position of the water jet pipe 18 in the steel member 1 for foundations to which this invention is applied is demonstrated.

  As shown in FIG. 5A, the attachment position of the water jet pipe 18 is preferably within a range of a distance B from the joint fitting center position P of the joint portion 14. The joint fitting center position P here refers to the intersection of the center line L1 in the thickness direction of the arm portion 13 constituting the joint portion 14 in the hat-shaped steel sheet pile 10 and the line L2 indicating the effective width W. Defined. The effective width W is the distance between the fitting center positions PP of each of the pair of joint portions.

  FIG. 5B is a diagram for explaining the distance B in the steel sheet pile 10 having a U-shaped cross section. In the case of a U-shaped cross section, the joint fitting center position P is determined by the intersection of a straight line L3 parallel to the web portion 11 and at an effective height from the web portion 11 and a line L2 having an effective width W. Defined.

  The distance B is defined by the above-described equation (1). In the formula (1), W: effective width of the steel sheet pile 10 and H: effective height of the steel sheet pile 10 are shown. The effective height H of the hat-shaped steel sheet pile 10 corresponds to the height from the bottom surface of the arm portion 13 to the top surface of the web portion 11.

  It is desirable that the water jet pipe 18 be within the range of B defined by the above-described equation (1). The reason will be described below.

  FIG. 6A shows the configuration of the press-fitting machine 4 used when press-fitting the base steel member 1 by the press-fitting method. The press-fitting machine 4 includes a clamp 41, a saddle 42, a main cylinder 43, a mast 44, and a chuck 45. The clamp 41 is mounted with a mechanism for gripping the already-found foundation steel member 1. The clamp 41 also has a function for self-propelling on the foundation steel member 1. The saddle 42 is provided with a moving mechanism for moving the mast 44 in the front-rear direction, and is often equipped with a power source for the press-fitting machine 4 to perform various operations. The main cylinder 43 is configured to be movable in the vertical direction in the figure, and press-fits the foundation steel member 1 gripped by the chuck 45 into the ground. That is, the chuck 45 is lowered by the power of the main cylinder 43 to press-fit the base steel member 1 into the ground.

  Such a press-fitting machine 4 uses the pulling resistance force of the foundation steel member 1 already pushed into the ground, and pushes the next foundation steel member 1 into the ground by hydraulic pressure.

  FIG. 6B is a view of the chuck 45 in the press-fitting machine 4 as viewed from above. The chuck 45 can grip the joint portion 14 by pressing the joint portion 14 in the direction indicated by the arrow D3 in the drawing by the joint gripping mechanism 47. An opening 46 is provided inside the chuck 45. The opening 46 is usually set with a margin so as not to contact the web portion or the flange portion of a normal steel sheet pile. However, in the vicinity of the joint gripping mechanism 47 in the chuck 45, the interval between the opening 46 and the joint gripping mechanism 47 becomes very narrow as shown in a region H1 in FIG. 6B. In particular, when the distance between the flange 12 and the opening 46 is very narrow, it is difficult to provide the water jet pipe 18 outside the flange 12. For this reason, as shown in FIG. 6B, the water jet pipe 18 is desirably provided at a position further away from the joint fitting center position P, that is, at a position away from the region H1. Further, in the hat-shaped steel sheet pile, since the joint gripping mechanism 47 grips the vicinity of the center of the joint arm portion, the distance B has a lower limit value of 90 mm so that the water jet pipe 18 is not positioned at this gripping portion. It is more preferable that it is within the range defined as the upper limit defined in (1).

  In addition, the water jet pipe | tube 18 in the range prescribed | regulated by Formula (1) mentioned above should just be at least one. The reason is that the discharge of earth and sand from the joint portion 14 can be realized by the arrangement of at least one water jet pipe 18. Two or more water jet pipes 18 may be provided.

  However, if the attachment position of the water jet pipe 18 is too far from the joint fitting center position P and the distance B exceeds the value on the right side of the equation (1), the water jet pipe 18 As a result, the earth and sand clogged in the joint portion 14 cannot be excluded, and the ease of placing is reduced. Even when the distance B from the joint fitting center position P to the attachment position of the water jet pipe 18 is attached at a position exceeding the value on the right side of the equation (1), the placement is performed by increasing the water jet pressure. It is conceivable to ensure the ease, but this increases the construction cost and is uneconomical, and further disturbs the intermediate layer and the support layer, thereby hindering the use of the vertical support force. For this reason, in the present invention, as described above, the distance B is defined to be equal to or less than the right side of the equation (1).

  Note that when excavation is performed by the vibro hammer method instead of the press-fitting method, it is not necessary to consider the interference with the joint gripping mechanism 47 in the press-fitting machine 4 as described above. Therefore, the attachment position of the water jet pipe 18 can be set closer to the joint fitting center position P. In the vibratory hammer method, the distance C from the joint fitting center position P may be a range defined by the equation (2).

  In the vibratory hammer method, when the attachment position of the water jet pipe 18 is too far from the joint fitting center position P and the distance C exceeds the value on the right side of the equation (2), the water jet pipe 18 As a result, the earth and sand clogged in the joint portion 14 cannot be excluded, and the ease of placing is reduced. Further, even when the distance B from the joint fitting center position P to the attachment position of the water jet pipe 18 is attached at a position exceeding the value on the right side of the equation (1), the water jet pressure can be increased. It is conceivable to increase the size of the vibro hammer. However, this increases the construction cost and is uneconomical. Further, the middle layer and the support layer are greatly disturbed, and the vertical support force is hindered. . Therefore, in the present invention, in the vibro hammer method, as described above, the distance C is defined to be equal to or less than the right side of the equation (2).

In addition, this invention is not limited to embodiment mentioned above, What kind of form may be sufficient if it is provided with the water jet pipe | tube 18 attached along the longitudinal direction only in the outer side of the steel sheet pile 10. FIG. .
(Second Embodiment)

Hereinafter, the steel member for base 1 ′ according to the second embodiment of the present invention will be described with reference to FIGS. 7A to 9B. In the following description, the same reference numerals are assigned to the same members in order to omit redundant description of matters described in the above-described embodiments. In addition, in this embodiment, the inner side of the closing member 20 refers to the surface side which faces the closing cross-section part 31 'in the closing member 20.
In 2nd Embodiment, the closing member 20 is provided with respect to the joint part of the steel sheet pile 10 demonstrated in 1st Example mentioned above. The closing member may be provided on the flange portion. In the example shown in FIG. 7A, a U-shaped steel sheet pile 20U that is joined so as to be plane-symmetric with respect to the steel sheet pile 10 provided with the water jet pipe 18 is used as the closing member 20. That is, the steel member 1 'for foundations is comprised by making the steel sheet pile 10 which has a cross-section U shape face the cross-section U-shaped steel sheet pile 20U which functions as the closing member 20, and joining these. A second water jet pipe 18 ′ may be provided outside the closing member 20. The position where the second water jet pipe 18 ′ is provided may be within the range described in the first embodiment. For joining the steel sheet pile 10 and the closing member 20, for example, welding, bonding, bolts, rivets, screws, scissors, or the like may be applied. Moreover, joining of the steel sheet pile 10 and the closing member 20 may be performed at a factory, or may be performed at the construction site before or during placement.

  When the water jet pipe 18 (18 ') is fixed inside the steel sheet pile 10, an operator must enter the inside of the closed section 31' formed by the steel sheet pile 10 and the closing member 20 and weld it. It becomes difficult to work. For this reason, in this invention, the water jet 18 is attached only in the outer side of the steel sheet pile 10. FIG. Further, since the water jet pipe 18 (18 ′) is provided only outside the closed cross section 31 ′, the area of the closed cross section 31 ′ is not reduced by the cross sectional area of the water jet pipe 18. For this reason, a high vertical supporting force can be maintained.

  In this way, by closing and joining the steel sheet pile 10 with the closing member 20 made of the steel sheet pile 20U having a U-shaped cross section, the portion surrounded by the steel sheet pile 10 and the closing member 20 as shown in FIG. A closed cross section 31 'is formed. Then, by pressing the foundation steel member 1 ′ into the ground, it becomes possible to allow a lump to enter the closed section 31 ′. Further, the earth lump that has entered the closed cross section 31 ′ is compacted, and the basic steel member 1 ′ can be closed. Thus, in this embodiment, the closed cross-section part 31 'which has a cross-sectional area larger than the closed cross-section part 31 in 1st embodiment can be obtained by joining the closing member 20 to the steel sheet pile 10. FIG. For this reason, a higher vertical support force can be obtained, and the water jet pipe 18 ′ can be provided also on the steel sheet pile on the closing member side, so that the ease of placing can be improved.

  In this embodiment, it is not limited to using a steel sheet pile as the closing member 20 as mentioned above. That is, for example, as shown in FIG. 8A, a steel plate 20B may be provided as a closing member 20 for the steel sheet pile 10 having a U-shaped cross section. The closing member 20 may also be joined through the above-described welding or adhesion. In this case, as shown in FIG. 8B, it is possible to form a closed section 31 'inside the steel sheet pile 10 and the steel plate 20B. Then, by pressing the base steel member 1 ′ into the ground, it becomes possible to allow the soil mass to enter the closed cross-section 31 ′. Therefore, the basic steel member 1 ′ can be firmly closed. Also in this case, a second water jet pipe may be provided outside the closing member 20 (steel plate 20B).

  Moreover, as shown to FIG. 9A, using a hat-shaped steel sheet pile as the steel sheet pile 10, facing the 2nd cross-section hat-shaped steel sheet pile 20H as the closing member 20 with respect to this steel sheet pile 10, and joining these Therefore, the steel member 1 ′ for the foundation may be configured. Furthermore, as shown in FIG. 9B, a steel sheet pile 10 is used as a steel sheet pile 10. You may comprise member 1 '. In any form, the second water jet pipe 18 ′ can be installed on the closing member side. Moreover, in any form, since it is possible to form the closed cross-sectional part 31 ', the earth lump enters the closed cross-sectional part 31' by press-fitting the base steel member 1 'into the ground. It becomes possible to make it. Therefore, the basic steel member 1 ′ can be firmly closed.

  Next, a method for press-fitting foundation steel members to which the present invention is applied will be described in detail with reference to the drawings. Here, the case where the steel member 1 for foundations which concerns on 1st Embodiment mentioned above is cast is demonstrated as an example. First, as shown in FIG. 10A, the foundation steel member 1 is placed while water is ejected from the nozzle 19 through the water jet pipe 18 (step 1). This placement may be performed using the above-described press-fitting machine 4 or may be performed by a vibro hammer method. First, the foundation steel member 1 is placed in the intermediate layer 61. During this time, it is possible to easily place the foundation steel member 1 in the intermediate layer 61 by continuously ejecting water through the water jet pipe 18. Then, as shown in FIG. 10B, after the water jet pipe 18 ejects water until the lower end of the foundation steel member 1 approaches the vicinity of the support layer 62, the water jet pipe 18 stops the water jet. (Step 2). Then, as shown in FIG. 10C, the lower end of the foundation steel member 1 is penetrated into the support layer 62 while continuing the water stop (step 3). The placement on the support layer 62 is further continued, and the placement is completed as shown in FIG. 10D (step 4). Until this completion, the ejection of water by the water jet pipe 18 remains stopped.

  11A to 11D show another placing method of the steel member for foundation to which the present invention is applied. First, as shown in FIG. 11A, the foundation steel member 1 is placed while water is ejected from the nozzle 19 through the water jet pipe 18 (step 1 '). During this time, it is possible to easily press-fit the foundation steel member 1 in the intermediate layer 61 by continuously ejecting water through the water jet pipe 18. Then, as shown in FIG. 11B, after water is ejected by the water jet pipe 18 until the lower end of the basic steel member 1 approaches the vicinity of the support layer 62, the water jet pressure of the water jet in the water jet pipe 18 Is reduced to reduce water ejection (step 2 '). Then, as shown in FIG. 11C, the lower end of the foundation steel member 1 is penetrated into the support layer 62 while the water ejection is weakened (step 3 '). The placement on the support layer 62 is further continued, and the placement is completed as shown in FIG. 11D (step 4 '). Until the completion, the jet of water through the water jet pipe 18 is stopped, or the water jet pressure of the water jet is reduced.

  FIG. 12 shows a specific example in the case where the water jet is stopped or weakened by the water jet pipe 18. In this example, the water jet is stopped until the lower end of the foundation steel member 1 placed in the ground (intermediate layer 61) reaches the support layer from 3 m above the support layer 62, or Reduce water jet pressure. Then, from the time of reduction until the end of placing, the water jet stop or jetting of water by the water jet pipe 18 is continued to be weakened. When the depth from the upper end of the support layer 62 at the lower end of the foundation steel member 1 at the end of the placement is αm, the operation of stopping or weakening the ejection of water by the water jet pipe 18 is (3 + α) It will continue to run for m. In this example, the water jet is stopped until the lower end of the foundation steel member 1 press-fitted into the ground (intermediate layer 61) reaches the support layer from 1 m above the support layer 62, Alternatively, the water ejection pressure may be reduced and then continued until the end of placement. In such a case, the operation to stop or weaken the ejection of water by the water jet pipe 18 is continuously performed for (1 + α) m.

  That is, in this example, the water jet is stopped until the lower end of the foundation steel member 1 placed in the ground (intermediate layer 61) reaches the support layer 62 from 1 to 3 m above the support layer 62. Or reduce the water jet pressure. Thereby, it is possible to prevent the support layer 62 from being disturbed by the ejection of water through the water jet pipe 18. And by embedding the base steel member 1 in the support layer 62 in an undisturbed state, when applied to a foundation structure that supports the structure in the vertical direction, a high vertical support force can be exhibited. It becomes possible.

  At the same time, in the present invention, the water jet pipe 18 continues to eject water until just before the lower end of the basic steel member 1 reaches the support layer 62. As a result, excavation in the intermediate layer 61 can be performed very easily.

  Therefore, in the foundation steel member placement method to which the present invention is applied, the workability by the water jet is improved when the foundation steel member 1 is placed in the ground by using the jet by the water jet together. At the same time, it is possible to reliably form the tip closing portion and to exert a vertical supporting force.

  When water jetting from the water jet pipe 18 is stopped, earth and sand enter the nozzle 19 of the jet, so that if the ease of placing in the intermediate layer 61 and the support layer 62 is extremely reduced, the jet pressure is again applied. When it is going to raise, there exists a possibility that the earth and sand which entered the nozzle 19 may become an obstacle, and cannot restore placement ease.

  On the other hand, by reducing the pressure of the water jet without stopping the water jet pipe 18, it is possible to prevent the entry of earth and sand into the nozzle 19, and it is temporarily placed in the intermediate layer 61 and the support layer 62. It becomes possible to easily increase the pressure of the jet again when the ease is extremely reduced.

  In general, the water jet pressure by the water jet pipe 18 is often applied at a pressure of 10 MPa or more. However, in the present invention, when the above-described water jet output by the water jet pipe 18 is weakened, the water jet pressure is set to half of 10 MPa, that is, 5 MPa or less. Therefore, while suppressing disturbance of the support layer 61, it is possible to facilitate the rise of the water jet pressure again by preventing the entry of earth and sand into the nozzle 19, and further, the support force at the lower end portion of the foundation steel member 1 is increased. It can be secured.

  Incidentally, when the water jet pressure of the water jet pipe 18 weakens when the water jet pressure exceeds 5 MPa, the turbulence of the support layer 61 cannot be suppressed, and the support force is reduced. Further, when the water jet pressure of the water jet is less than 2.5 MPa, it is impossible to prevent the earth and sand from entering the nozzle 19. On the contrary, when the water jet pressure of the water jet is 2.5 MPa or more, it is possible to prevent at least the earth and sand from entering the nozzle 19. For this reason, when reducing the water jet pressure of a water jet, it is desirable to maintain the water jet pressure at 2.5 MPa or more and 5 MPa or less.

Table 1 shows the effective width W, the effective height H, and the distances B and C calculated based on the formulas (1) and (2) for each model in the steel member for foundation 1 to which the present invention is applied. Show. In Table 1, {(W / 2) ² + H ² } ^1/2 on the right side of the expressions (1) and (2) is A.

  For each type, by placing the water jet pipe 18 in the range B in the case of the press-in method, and in the range C in the case of the vibro hammer method, the soil clogged in the joint portion 14 is removed. Elimination and construction with less water jet pressure or less construction machine output is possible. For this reason, high vertical support force can be obtained by efficient placement.

  According to the present invention, when the steel sheet pile is driven into the ground by using water jet injection together, the workability by the water jet is improved and the tip closing portion is reliably formed to exert the vertical support force. It is possible to provide a foundation steel member, a foundation steel member placement method, and a foundation steel continuous wall. Therefore, industrial applicability is great.

DESCRIPTION OF SYMBOLS 1 Steel member for foundation 10 Steel sheet pile 11 Web part 12 Flange part 14 Joint part 18 Water jet pipe 19 Nozzle

The present invention uses the following means in order to solve the above problems.
(1) According to a first aspect of the present invention, a web portion, a pair of flange portions connected to both ends of the web portion, a pair of joint portions provided at side end portions of the pair of flange portions, And a first water jet pipe attached along the longitudinal direction of the steel sheet pile only on the outer side of the steel sheet pile , wherein the first water jet pipe connects B to the joint portion. The distance from the joint fitting center position, W is the effective width of the steel sheet pile, and H is the effective height of the steel sheet pile, so that the following equation (1) is satisfied. It is the steel member for foundations provided with the closing member which has the both ends joined inside .
B ≦ 0.80 × √ ((W / 2) ² + H ² ) (1)
(2) In the basic for steel members according to the above (1), wherein the closure in only the outer member further comprises a second water jet tube provided along the longitudinal direction of the closing member, the second water A jet pipe is provided so as to satisfy the following formula (1), where B is a distance from the joint fitting center position of the joint, W is an effective width of the steel sheet pile, and H is an effective height of the steel sheet pile. May be.
B ≦ 0.80 × √ ((W / 2) ² + H ² ) (1)
( 3 ) The steel member for foundations according to (1) or (2) may further include a control device that controls the ejection output of the first water jet pipe.
( 4 ) In the foundation steel member according to ( 3 ), the lower end of the foundation steel member press-fitted into the ground reaches the support layer from 1 to 3 m above the support layer. Until then, the water jet pressure of the water jet may be controlled to be reduced to 5 MPa or less.
( 5 ) In the steel member for foundations described in (1) to (4) above, the lower end portion of the first water jet pipe may further include a nozzle capable of ejecting liquid vertically downward.
( 6 ) The second aspect of the present invention is a foundation steel member placement method in which the foundation steel members described in the above (1) to (5) are placed in the ground. The droplet設方method includes the steps of embedding a steel member for the foundation while ejecting water from the first or second water jet pipe to the ground, the lower end of the foundation for the steel member, the ground of from the 1~3m support layer until reaching the supporting layer, and a step of stopping the jetting of the water.
( 7 ) A third aspect of the present invention is a foundation steel member placing method in which the foundation steel member according to any one of (1) to (5) is placed in the ground. The droplet設方method includes the steps of embedding a steel member for the foundation while ejecting water from the first or second water jet pipe to the ground, the lower end of the foundation for the steel member, the ground of from the 1~3m support layer until reaching the supporting layer, and a step of reducing the 5MPa or less water jet pressure from the water jet tubes.
( 8 ) In the method for placing the steel member for foundation according to ( 7 ), the water ejection pressure from the first or second water jet pipe is provided after the step of reducing the water ejection pressure to 5 MPa or less. May further include a step of maintaining the pressure at 2.5 MPa or more and 5 MPa or less.
( 9 ) A fourth aspect of the present invention is a continuous steel base wall configured by connecting at least two basic steel members according to the above (1) to (5) at mutual joint portions. Yes, the lower ends of the at least two foundation steel members penetrate into the support layer.
( 10 ) A fifth aspect of the present invention is a continuous steel wall for foundation constituted by connecting at least two foundation steel members as described in (1) to (5) above at joints. The at least two foundation steel members include a first foundation steel member whose lower end penetrates to the intermediate layer and a second foundation steel member whose lower end penetrates to the support layer. .

According to the structure of this invention as described in said (1), a 1st water jet pipe is attached to the outer side of a steel sheet pile. For this reason, formation of a front-end | tip obstruction | occlusion part is not inhibited and a vertical support force can be exhibited reliably. In addition, since the first water jet pipe is attached within the range of the predetermined distance B, it is possible to eliminate the earth and sand clogged particularly in the joint portion by the ejection by the first water jet pipe. For this reason, a high vertical support force and ease of placing can be exhibited. Moreover, since the cross-section blockage part surrounded by the cross section of the steel sheet pile and the cross section of the closing member is formed, the vertical support force can be more reliably exhibited.
According to the configuration of the present invention described in (2), since the second water jet tube is attached to the outside of the closing member, Ki out to exert a high vertical bearing force and Da設ease, also , it can exhibit a higher pouring ease.
According to the structure of this invention as described in said ( 3 )-( 5 ), a high vertical support force and placement ease can be exhibited.

According to the configuration of the present invention described in ( 6 ) to ( 7 ) above, when the foundation steel member is placed in the ground, the lower end of the foundation steel member placed in the ground is supported. The water jet is stopped or the water ejection pressure is reduced to 5 MPa or less before reaching the support layer from 1 to 3 m above the layer. As a result, it is possible to prevent the support layer from being disturbed by the ejection of water through the water jet tube. And by embedding the foundation steel member in the undisturbed support layer, when applied to the foundation structure that supports the structure in the vertical direction, it is possible to exert a high vertical support force Become.
According to the configuration of the present invention described in ( 8 ) above, it is possible to reliably exhibit a higher vertical support force than in the case of the configuration according to ( 7 ) above.
According to the structure of this invention as described in said ( 9 ), since the steel member for foundations by the structure of said (1)-( 5 ) is connected, the continuous wall which has a high vertical supporting force can be obtained.
According to the configuration of the present invention described in ( 10 ) above, high vertical support can be achieved at low cost and easily compared with the case where the continuous wall is formed only by the steel member for foundations according to the configurations of (1) to ( 5 ) above. A continuous wall with force can be obtained.

The present invention uses the following means in order to solve the above problems.
(1) According to a first aspect of the present invention, a web portion, a pair of flange portions connected to both ends of the web portion, a pair of joint portions provided at side end portions of the pair of flange portions, And a first water jet that is attached along the longitudinal direction of the steel sheet pile only at the outside of the steel sheet pile, and has a nozzle capable of ejecting liquid vertically downward at the lower end thereof. A pipe and a closing member having both ends joined to the inside of the steel sheet pile , wherein the first water jet pipe has B as a distance from the joint fitting center position of the joint, and W as the steel. The effective width of the sheet pile, H is used as the effective height of the steel sheet pile, and is provided so as to satisfy the following formula (1). Further, while the water is ejected from the first water jet tube, the steel for the foundation is made. By placing members, When the water is ejected from the first water jet pipe until the lower end of the steel member for foundation thickened in the vicinity approaches the vicinity of the support layer, the lower end is placed on the support layer from 1 to 3 m above the support layer. It is the steel member for foundations provided with the control apparatus which controls so that the water jet pressure of the said 1st water jet pipe may be reduced to 5 Mpa or less by the time it reaches to .
B ≦ 0.80 × √ ((W / 2) ² + H ² ) (1)
(2) The steel member for a foundation according to the above (1) further includes a second water jet pipe provided along the longitudinal direction of the closing member only on the outer side of the closing member, and the second water jet pipe is provided. A jet pipe is provided so as to satisfy the following formula (1), where B is a distance from the joint fitting center position of the joint, W is an effective width of the steel sheet pile, and H is an effective height of the steel sheet pile. Furthermore, the control device is configured so that the lower end of the foundation steel member press-fitted into the ground reaches the support layer from 1 to 3 m above the support layer. It may be provided so as to control the water ejection pressure to be reduced to 5 MPa or less .
B ≦ 0.80 × √ ((W / 2) ² + H ² ) (1 )
(3 ) A second aspect of the present invention is a foundation steel member placing method in which the foundation steel member according to the above (1) or (2) is placed in the ground. The placing method includes a step of embedding the foundation steel member in the ground while ejecting water from the first or second water jet pipe, and a lower end of the foundation steel member is formed in the ground. From 1 to 3 m above the support layer until it reaches the support layer, the ejection of the water is stopped, and the lower end penetrates into the support layer while continuing to stop the ejection of water. and a step of Ru is.
( 4 ) A third aspect of the present invention is a foundation steel member placing method in which the foundation steel member according to the above (1) or (2) is placed in the ground. The placing method includes a step of embedding the foundation steel member in the ground while ejecting water from the first or second water jet pipe, and a lower end of the foundation steel member is formed in the ground. The water jet pressure from the water jet pipe is reduced to 5 MPa or less from 1 to 3 m above the support layer to reach the support layer, and the lower end is supported by the water jet pressure. and a step of Ru allowed to continue pouring to penetrate into the layer.
( 5 ) The method for placing the steel member for foundations according to ( 4 ) above, wherein the water jet pressure from the first or second water jet pipe is provided after the step of reducing the water jet pressure to 5 MPa or less. May further include a step of maintaining the pressure at 2.5 MPa or more and 5 MPa or less.
( 6 ) A fourth aspect of the present invention is a continuous steel base wall configured by connecting at least two basic steel members according to the above (1) or (2) at mutual joint portions. Yes, the lower ends of the at least two foundation steel members penetrate into the support layer.
( 7 ) A fifth aspect of the present invention is a continuous steel base wall configured by connecting at least two basic steel members according to the above (1) or (2) at mutual joint portions. The at least two foundation steel members include a first foundation steel member whose lower end penetrates to the intermediate layer and a second foundation steel member whose lower end penetrates to the support layer. .

According to the structure of this invention as described in said (1), a 1st water jet pipe is attached to the outer side of a steel sheet pile. For this reason, formation of a front-end | tip obstruction | occlusion part is not inhibited and a vertical support force can be exhibited reliably. In addition, since the first water jet pipe is attached within the range of the predetermined distance B, it is possible to eliminate the earth and sand clogged particularly in the joint portion by the ejection by the first water jet pipe. For this reason, a high vertical support force and ease of placing can be exhibited. Moreover, since the cross-section blockage part surrounded by the cross section of the steel sheet pile and the cross section of the closing member is formed, the vertical support force can be more reliably exhibited.
According to the configuration of the present invention described in the above (2), since the second water jet tube is attached to the outside of the closing member, it is possible to exhibit high vertical support force and ease of placing, Further, it is possible to demonstrate high ease of placing .

According to the configuration of the present invention described in ( 3 ) to ( 4 ) above, when the foundation steel member is placed in the ground, the lower end of the foundation steel member placed in the ground is supported. The water jet is stopped or the water ejection pressure is reduced to 5 MPa or less before reaching the support layer from 1 to 3 m above the layer. As a result, it is possible to prevent the support layer from being disturbed by the ejection of water through the water jet tube. And by embedding the foundation steel member in the undisturbed support layer, when applied to the foundation structure that supports the structure in the vertical direction, it is possible to exert a high vertical support force Become.
According to the configuration of the present invention described in ( 5 ) above, it is possible to surely exert a higher vertical support force than in the case of the configuration according to ( 4 ) above.
According to the structure of this invention as described in said ( 6 ), since the steel member for foundations by the structure of said (1) or (2) is connected, the continuous wall which has a high vertical support force can be obtained.
According to the configuration of the present invention described in ( 7 ) above, high vertical support can be achieved inexpensively and easily as compared with the case where the continuous wall is formed only by the steel member for foundation according to the configuration of (1) or (2) above. A continuous wall with force can be obtained.

Claims (13)

A steel sheet pile having a web portion, a pair of flange portions provided continuously at both ends of the web portion, and a pair of joint portions provided at side end portions of the pair of flange portions;
A first water jet tube attached along the longitudinal direction of the steel sheet pile only on the outside of the steel sheet pile;
A steel member for a foundation, comprising: In the first water jet pipe, B is a distance from the joint fitting center position of the joint portion, W is an effective width of the steel sheet pile, and H is an effective height of the steel sheet pile.

The steel member for foundations according to claim 1, wherein the steel member is provided so as to satisfy the above.   The steel member for foundation according to claim 1 or 2, further comprising a closing member having both ends joined to the inside of the steel sheet pile.   The steel member for foundation according to claim 3, further comprising a second water jet pipe provided along the longitudinal direction of the closing member only on the outer side of the closing member. In the second water jet pipe, B is a distance from the joint fitting center position of the joint portion, W is an effective width of the steel sheet pile, and H is an effective height of the steel sheet pile.

The steel member for a foundation according to claim 4, which is provided so as to satisfy the above.   The steel member for foundations according to claim 1 or 2 further provided with a control device which controls jetting output of said 1st water jet pipe.   The control device reduces the water jet pressure of the water jet to 5 MPa or less until the lower end of the foundation steel member press-fitted into the ground reaches the support layer from 1 to 3 m above the support layer. The steel member for foundations according to claim 6, which is controlled as follows.   The steel member for a foundation according to claim 1 or 2, wherein a lower end portion of the first water jet pipe further includes a nozzle capable of ejecting a liquid vertically downward. A foundation steel member placement method for placing the foundation steel member according to claim 1 or 2 into the ground,
Embedding the steel member for foundation in the ground while ejecting water from the water jet tube;
A step of stopping the ejection of water until the lower end of the steel member for foundation reaches the support layer from 1 to 3 m above the support layer in the ground;
A method for placing a steel member for a foundation, comprising: A foundation steel member placement method for placing the foundation steel member according to claim 1 or 2 into the ground,
Embedding the steel member for foundation in the ground while ejecting water from the water jet tube;
Reducing the water jet pressure from the water jet pipe to 5 MPa or less until the lower end of the foundation steel member reaches the support layer from 1 to 3 m above the underground support layer;
A method for placing a steel member for a foundation, comprising:   11. The foundation according to claim 10, further comprising, after the step of reducing the water ejection pressure to 5 MPa or less, a step of maintaining the water ejection pressure from the water jet pipe at 2.5 MPa or more and 5 MPa or less. A method for placing steel members. A steel continuous wall for foundation constituted by connecting at least two foundation steel members according to claim 1 or 2 by mutual joint portions,
A steel continuous wall for foundations, wherein lower ends of the at least two foundation steel members penetrate into the support layer.   It is the steel continuous wall for foundation comprised by connecting the at least 2 foundation steel member of Claim 1 or 2 by a mutual joint part, Comprising: The at least 2 foundation steel member is a lower end. A basic steel continuous wall comprising: a first basic steel member that penetrates up to an intermediate layer; and a second basic steel member that has a lower end penetrated to a support layer.

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