JP2006104782A - Earth retaining method using soldier piles and horizontal sheet piles, and messer steel plate - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an earth retaining method using soldier piles and horizontal sheet piles, which is carried out by quickly covering an exposed excavated wall surface with the horizontal sheet piles, and quickly bringing the latter into tight contact with the former, to thereby avoid loosening of the ground around the construction site. <P>SOLUTION: The earth retaining method using the soldier piles and horizontal sheet piles, which employs H beams 11 as the soldier piles, is comprised of the following steps. In the first step, flanges 12 of the respective H beams are arranged along the earth retaining wall surface to be constructed, and embedded in the ground. In the following step, messer steel plates 10 each having a width equal to an interval between the pairing flanges 12 adjacent to each other, are arranged on a rear side of the flanges, and while each messer steel plate is moved downward with a gap secured between the messer steel plate and a rear surface 12a, excavation is carried out on a front side of the flanges 12. In the last step, each horizontal sheet pile 13 is inserted and arranged in the gap between rear surfaces 12a of the flanges 12 and the messer steel plate 10 via both ends thereof to be held along a front surface of the messer steel plate 10, and after downward movement of the messer steel plate 10, the horizontal sheet piles cover the excavated wall surface which is exposed to the outside in an area above the messer steel plate 10, followed by driving wedge members 15 to the horizontal sheet piles 13 to fasten the horizontal sheet piles 13 to the excavated wall surface. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  TECHNICAL FIELD The present invention relates to a earth retaining method using a main pile lateral sheet pile and a messel steel plate, and more particularly, to a soil retaining method using a parent pile lateral sheet pile using a steel plate having a flange as the parent pile, and a messel steel plate used for the earth retaining method.

The earth retaining method using the main pile horizontal sheet pile is widely known as a simple earth retaining method for maintaining the excavation wall surface when excavating the ground in a substantially vertical state. For example, a parent pile made of H steel is planned. It is embedded in a plurality of ground at predetermined intervals along the earth retaining wall, and as the excavation progresses, horizontal sheet piles are arranged side by side in an up-and-down direction so as to cover the excavation wall. It forms a mountain retaining wall. In addition, in the earth retaining method using such a main pile horizontal sheet pile, various improvements such as a technique for facilitating the insertion and locking of the end portion of the horizontal sheet pile on the back side of the flange of the parent pile are added. (For example, refer to Patent Document 1).
JP 2001-131977 A

  However, according to the conventional earth retaining method using the main pile pile, the front side of the pile is excavated and the excavation wall surface is exposed between the adjacent parent piles. For example, when the ground to be excavated is a ground that is difficult to stand by itself, the surrounding ground is likely to loosen. In addition, even after attaching the sheet pile, a considerable gap remains between the side of the installed sheet pile and the excavation wall surface, so it is necessary to backfill the earth and sand in such a gap. At the same time, if the backfilling is insufficient, the surrounding ground tends to loosen.

  In particular, when performing excavation work while forming a retaining wall in the vicinity of a railway track or road, for example, in a simple retaining method using a parent pile cross-pile so as to avoid the adverse effects of such loose ground. Therefore, it is desired to develop a technique that can smoothly cover an exposed excavation wall surface without taking time and can effectively avoid the occurrence of a considerable gap on the back side of the attached sheet pile.

  The present invention has been made paying attention to such a conventional problem, and can quickly cover the exposed excavation wall surface, and can quickly attach the installed lateral sheet pile to the excavation wall surface to An object of the present invention is to provide a earth retaining method using a main pile transverse sheet pile that can effectively avoid loosening of the ground and a messel steel plate used for the earth retaining method.

  In the earth retaining method using a main pile transverse sheet pile using a steel mold having a flange as a main pile, the present invention is arranged in a plurality of grounds at predetermined intervals while arranging the flange along a predetermined earth retaining wall surface. A state in which a flat plate member having a width straddling between the flange of the pair of adjacent steel molds is disposed on the back surface side of the flange and a gap in which a cross sheet pile can be inserted between the back surface is retained. The both ends are inserted and disposed in the gap between the back surface of the flange and the flat plate member, while the lower surface is moved downward and the excavation wall surface between the steel molds is covered with the flat plate member Then, with the horizontal sheet pile held on the front surface of the flat plate member, the flat plate member moves downward and covers the excavation wall surface between the steel plates exposed above the flat plate member. A step of excavating the front side of the flange while moving the flat plate member downward, and a step of pushing a wedge member between the back surfaces of the flanges at both ends of the sheet pile and pressing the horizontal sheet pile against the excavation wall surface. Covering the excavation wall surface exposed above the flat plate member with the horizontal sheet pile held on the front surface of the flat plate member, repeating the process, and performing excavation work while retaining the excavation wall surface The above-mentioned object is achieved by providing a soil retaining method using a characteristic parent pile sheet pile.

  According to the earth retaining method using the main pile transverse sheet pile of the present invention, the die steel is H steel, and the H steel is buried in the ground while one flange of the H steel is arranged along the predetermined retaining wall surface. It is preferable.

  Moreover, according to the earth retaining method by the main pile horizontal sheet pile of the present invention, the horizontal sheet pile held on the front surface of the flat plate member by inserting and arranging both ends in the gap between the back surface of the flange and the flat plate member, It is preferable that the lower horizontal sheet pile is sequentially connected to the upper horizontal sheet pile via the joint material.

  And this invention is a Messel steel plate used as the flat plate member in the earth retaining method by the above-mentioned main pile cross-sheet pile, and a rectangular flat plate body having a width straddling between the flanges of a pair of adjacent steel plates, Spacers projecting from the surface of the flat plate main body at a length that can secure the insertion width of the horizontal sheet pile between the opposite sides of the flat plate main body arranged to overlap the flange. The above object is achieved by providing a messel steel plate comprising a piece and a press-fitting locking piece protruding from the surface of the flat plate body at an intermediate portion disposed between the flanges. It is.

  According to the Messel steel plate of the present invention, it is preferable that the press-fitting locking piece protrudes at a position that is not higher than the spacer piece and has a length longer than the thickness of the lateral sheet pile.

  According to the Messel steel plate of the present invention, it is preferable that the spacer piece and the press-fitting locking piece are provided at a lower end portion of the flat plate body.

  Furthermore, according to the Messel steel plate of the present invention, the spacer piece is attached so that the side edge portion of the lower end is disposed close to the web of the parent pile made of the H steel, and the flange and the web It is preferable to have a function of scraping earth and sand at the joint angle portion.

  According to the earth retaining method by the main pile lateral sheet pile of the present invention and the Messel steel plate used for the earth retaining method, the exposed excavation wall surface can be covered quickly, and the installed lateral sheet pile can be quickly adhered to the excavation wall surface, It is possible to effectively avoid loosening of the surrounding ground.

  In the earth retaining method using the main pile transverse sheet pile according to a preferred embodiment of the present invention shown in FIGS. 1 to 3, for example, when excavation work is performed at a construction site adjacent to a railway track, the ground on the track side is loosened. It is used as a new earth retaining method for covering and supporting the excavation wall surface when excavating the ground in a simple and stable state while effectively avoiding the above.

  And the earth retaining method of this embodiment is along the earth retaining wall surface which plans one flange 12 of H steel 11 in the earth retaining method by the main pile horizontal sheet pile which used H steel 11 as a parent pile as a shape steel which has a flange. And placing the H steel 11 in a plurality of grounds at predetermined intervals (see FIGS. 1 and 2) and the width spanning between the flanges 12 of a pair of adjacent H steels 11 Is disposed on the back surface 12a side of the flange 12 (see FIG. 1 (a) and FIG. 2 (a)), and the horizontal sheet pile 13 can be inserted between the back surface 12a. A process of excavating the front side of the flange 12 while covering the excavation wall surface between the H steels 11 with the flat plate member 10 while moving downward while holding the gap (see FIGS. 1B and 2B) The back surface 12a of the flange 12 and the flat plate member 1 The steel plate 11 is exposed above the flat plate member 10 when the flat plate member 10 is moved downward by the horizontal sheet pile 13 held at the front surface of the flat plate member 10 by inserting and arranging both ends in the gap between the flat plate member 10 and the steel plate 11. In the state where the excavation wall surface is covered, the wedge member 14 is driven between the back surface 12a of the flange 12 at both ends of the lateral sheet pile 12 and the lateral sheet pile 12 is pressed against the excavation wall surface (FIG. 1 (c), FIG. 2). (Refer to (c)), and excavating the front side of the flange 12 while moving the flat plate member 10 downward, and the upper side of the flat plate member 10 by the cross sheet pile 13 held on the front surface of the flat plate member 10 When the excavated wall surface exposed to is covered, the process is repeated, and excavation work is performed while retaining the excavated wall surface.

  Further, the earth retaining method of the present embodiment is preferably, among the lateral sheet piles 13 that are inserted and arranged in the gap between the back surface 12a of the flange 12 and the flat plate member 10 and are held on the front surface of the flat plate member 10, For example, the horizontal sheet pile 13a arranged at the uppermost stage is connected and locked to the upper end portions of the H steel 11 on both sides so as not to move down along with the downward movement of the flat plate member 10, and the splice 15 The lower horizontal sheet pile 13 is sequentially connected to the upper horizontal sheet pile 13 via the.

  According to the present embodiment, the H steel 11 has a flange 12 having a width of about 300 mm, for example, and using various known driving devices such as a vibro hammer, an auger punch, a press-fitting device, etc. A plurality of burials are embedded along a predetermined earth retaining wall at a predetermined pitch of about 1500 mm. As a result, an excavation wall surface having a width of, for example, about 1200 mm appears between the adjacent flanges 12 of the H steel 11 during excavation work.

  Moreover, according to this embodiment, the Messel steel plate 10 as shown to Fig.3 (a), (b) is used as the flat plate member 10 which has the width | variety straddling between the flanges 12 of a pair of adjacent H steel 11. FIG. In other words, the Messel steel plate 10 has the insertion width of the lateral sheet pile 12 between the rectangular flat plate main body 16 and the back surface of the flange 12 at both end portions of the flat plate main body 16 arranged to overlap the flange 12 of the H steel 11. A spacer piece 17 projecting from the surface of the flat plate main body 10 in such a length that can secure, and a press-fit locking piece 18 projecting from the surface of the flat plate main body 16 at an intermediate portion disposed between the flanges 12. It has. Here, according to the present embodiment, the press-fitting locking piece 18 protrudes from the surface of the flat plate body 16 at a position that is not higher than the spacer piece 17 and has a length longer than the thickness of the lateral sheet pile 13.

  The flat plate body 16 is made of, for example, a steel plate having a thickness of about 16 mm, and has a rectangular shape having a width of, for example, about 1400 mm and a height of about 900 mm as a width between adjacent flanges 12. In addition, a spacer piece 17 and a press-fit locking piece 18 are attached to the lower end portion of the flat plate body 16, and a wire locking hole 19 used when lifting the messel steel plate 10 is formed on the upper end portion of the flat plate body 16. A pair of openings are formed.

  The spacer pieces 17 are formed by processing various steel materials such as channel steel and angle steel, for example, into a desired shape, and are arranged on both sides at the lower end portion of the surface of the flat plate body 16 by welding or the like. A pair is integrally attached to the flat plate body 16. The spacer pieces 17 are projected on both sides as projecting portions having a height greater than the thickness of the lateral sheet pile 13, for example, about 75 mm, and thereby the surface of the flat plate body 16 and the flange 12. A gap having an insertion width in which an end portion of the lateral sheet pile 13 can be inserted can be secured between the rear surface 12a of the first sheet 12 and the rear surface 12a. The upper end surface of the spacer piece 17 also has a function as a mounting table for the horizontal sheet pile 13 when the horizontal sheet pile 13 is held on the front surface of the Messel steel plate 10.

  Further, according to the present embodiment, each spacer piece 17 is formed by being bent obliquely so that the lower half portion 17a extends outward, so that the side edge portion 17b at the lower end is made of H steel 11. It is attached so that it may be arrange | positioned near the web 20 of the main pile, and, by this, the function which scrapes off the earth and sand in the joining corner | angular part of the flange 12 and the web 20 with the press injection of the Messel steel plate 10 effectively. Will have.

  The press-fit locking piece 18 is formed by processing various steel materials such as groove steel and angle steel into a desired shape, and is disposed at the center at the lower end portion of the surface of the flat plate body 16 and is welded or the like. It is attached to the flat plate body 16 as a unit. The press-fitting locking piece 18 has a protruding length of, for example, about 100 mm as a protruding length larger than the thickness of the lateral sheet pile 13 at a height position that is not higher than the spacer piece 17 in the intermediate portion disposed between the flanges 12. And projecting from the surface of the flat plate body 16. Since the press fitting locking piece 18 is provided on the Messel steel plate 10, the tip of the bucket of the excavating machine such as a back four is locked to the press fitting locking piece 18, and the Messel steel plate 10 is press-fitted into the ground. Excavation work on the front side of the flange 12 can be performed smoothly while covering the excavation wall surface. Note that the press-fitting locking piece 18 does not necessarily have to be protruded at a position not higher than the spacer piece 17 with a length longer than the thickness of the lateral sheet pile 13. For example, the upper end surface of the spacer piece 17 is placed on the mounting table. When it is not necessary to hold the horizontal sheet pile 13 on the front surface of the Messel steel plate 10, it can be installed at a position higher than the spacer piece 17 or can be protruded lower than the thickness of the horizontal sheet pile 13.

  And according to this embodiment, in the process of excavating the front side of the flange 12 of the H steel 11 while moving the Messel steel plate 10 downward, FIG. 1 (a), (b) and FIG. 2 (a), As shown in (b), after lifting the messel steel plate 10 and disposing it on the back surface side of the flange 12, for example, the front end of the bucket of a back four (not shown) is locked to the press-fitting locking piece 18 and the messel steel plate 10 is moved. The excavation work on the front side of the flange 12 is performed while press-fitting downward. In addition, one or a plurality of horizontal sheet piles 13 are provided in the gap between the rear surface 12a of the flange 12 and the messel steel plate 10 on the front side of the flat plate body 16 disposed so as to cover the excavation wall surface in accordance with such excavation work. The both ends are inserted and arranged in order and held.

  The work of attaching the horizontal sheet pile 13 may be performed while inserting both ends of the horizontal sheet pile 13 into the gap between the rear surface 12a of the flange 12 from above the H steel 11, and is newly added to the lower part of the installed horizontal sheet pile 13. In the case of installing the horizontal sheet pile 13 in, after pushing one end of the horizontal sheet pile 13 deeply into one gap, the other end is inserted into the other gap while pulling back the pushed one end, This can be done easily by adjusting the positions so that the both end portions are inserted and arranged in the gaps in a balanced manner. Preferably, among the horizontal sheet piles 13 held on the front surface of the Messel steel plate 10, the horizontal sheet pile 13 a arranged at the uppermost stage is connected and locked to the upper ends of the H steel 11 on both sides, and via the joint material 15. The lower horizontal sheet pile 13 is sequentially connected to the upper horizontal sheet pile 13.

  In the step of covering the excavation wall surface exposed above the messel steel plate 10 by the cross sheet pile 13 held on the front surface of the messel steel plate 10, as shown in FIGS. 1 (c) and 2 (c), the messel steel plate 10 is If the excavation operation is continued while being pressed downward, and the Messel steel plate 10 moves downward beyond the height of the flat plate body 16, the excavation wall surface is exposed above the Messel steel plate 10. On the other hand, according to the present embodiment, the horizontal sheet pile 13 held on the front surface of the Messel steel plate 10 is connected and locked to the upper end portion of the H steel 11 with the horizontal sheet pile 13a arranged at the uppermost stage, and the joint material 15. Are connected to each other through the upper and lower sides, so that they do not move downward together with the flat plate main body 16, and can simultaneously cover the excavated wall surface exposed from the upper lateral sheet pile 13 at the same time as it is removed from the Messel steel plate 10. become. Therefore, a wedge member 15 is driven between the back sheet 12a of the flange 12 at both ends of the horizontal sheet pile 13 with respect to the horizontal sheet pile 13 that sequentially covers the excavated wall surface from the Messel steel plate 10, thereby making the horizontal sheet pile 13 the excavated wall surface. By pressing, excavation work can be performed while the excavation wall surface is quickly covered with the horizontal sheet pile 13 in a close contact state.

  Further, according to the present embodiment, when the excavation work is further performed and the predetermined excavation depth is reached, as shown in FIGS. 1 (d) and 2 (d), without removing the messel steel plate 10, And the excavation work by the main pile horizontal sheet pile will be completed in the state which covered the lower end part of the excavation wall surface with the said Messel steel plate 10 without attaching the horizontal sheet pile 13 newly.

  And according to the earth retaining method of the present embodiment, the exposed excavation wall surface can be covered quickly, and the installed lateral sheet pile 13 is brought into close contact with the excavation wall surface, and the surrounding ground is loosened. Can be effectively avoided. That is, according to the present embodiment, the Messel steel plate 10 having a width straddling between the pair of flanges 12 is disposed on the back surface side of the flange 12 and moved downward, and the excavation work is performed while covering the excavation wall surface. Since the digging wall surface exposed to the upper side of the Messel steel plate 10 that has been moved to the surface is quickly covered with the horizontal sheet pile 13 held on the front surface of the Messel steel plate 10, the wedge member 13 can be driven in and easily adhered to the digging wall surface. It is possible to greatly reduce the time for the excavation wall surface to remain exposed, and to significantly reduce the amount of surplus digging in the natural ground. Therefore, according to the present embodiment, it is possible to easily form a retaining wall that can effectively avoid loosening in the surrounding ground by a parent pile lateral sheet pile method in a simple and stable state.

  The present invention is not limited to the above-described embodiment, and various modifications can be made. For example, the shape steel used as a parent pile does not necessarily need to be H steel, and may be a shape steel having other flanges such as I-shape steel. In addition, it is not always necessary to connect and lock the horizontal sheet pile arranged on the uppermost stage to the steel plate, or sequentially connect the lower horizontal sheet pile to the upper horizontal sheet pile, for example, on the upper end surface of the spacer piece. The horizontal sheet pile is held on the front surface of the flat plate member, and when the excavation wall surface is exposed above the flat plate member, the horizontal sheet pile is moved upward each time to cover the excavation wall surface, and the wedge member is driven into the excavation wall surface. It can also be made to adhere. In this case, the excavation wall surface is exposed for a short time until it is covered with the cross sheet pile, but by using the cross sheet pile held on the front surface of the flat plate member, The sheet pile can be quickly brought into close contact with the excavation wall surface, whereby the same effect as the above embodiment can be obtained.

(A)-(d) is a perspective view explaining the work process of the earth retaining method by the main pile horizontal sheet pile which concerns on one Embodiment of this invention. (A)-(d) is a top view explaining the work process of the earth retaining method by the main pile horizontal sheet pile which concerns on one Embodiment of this invention. (A) And (b) is a perspective view explaining the structure of a messel board used for the earth retaining method by the main pile horizontal sheet pile which concerns on one Embodiment of this invention, and a use condition.

Explanation of symbols

10 Flat plate member (Messel steel plate)
11 H steel (steel)
12 Flange 12a Back side 13 of flange 13 Horizontal sheet pile 13a Horizontal sheet pile 14 arranged at the uppermost stage 14 Wedge member 15 Joint member 16 Flat plate body 17 Spacer piece 17a Spacer piece lower half portion 17b Spacer piece is a lower side edge 18 Press-fit locking piece 19 Wire locking hole 20 Web

Claims (7)

In the earth retaining method by the cross pile of the main pile using the steel with flange as the main pile,
A step of burying the mold steel in a plurality of ground at a predetermined interval while arranging the flange along a planned earth retaining wall;
A flat plate member having a width straddling between a pair of adjacent steel bars is disposed on the back surface side of the flange, and moved downward with a gap in which a horizontal sheet pile can be inserted between the flat surface members. While excavating the front side of the flange while covering the excavation wall surface between the mold steel with the flat plate member,
Both sides are inserted and arranged in the gap between the back surface of the flange and the flat plate member, and the flat plate member is moved downward by the horizontal sheet pile held on the front surface of the flat plate member. In a state of covering the excavation wall surface between the mold steel exposed to, and driving the wedge member between the back surface of the flange at both ends of the lateral sheet pile to press the lateral sheet pile against the excavation wall surface,
Excavating the front side of the flange while moving the flat plate member downward, and covering the excavation wall surface exposed above the flat plate member by the horizontal sheet pile held on the front surface of the flat plate member. The earth retaining method using the main pile cross-sheet pile, wherein the excavation work is performed repeatedly while retaining the excavation wall surface.   The earth retaining method using a main pile transverse sheet pile according to claim 1, wherein the steel is H steel, and the H steel is buried in the ground while one flange of the H steel is disposed along the predetermined retaining wall surface.   Both side portions are inserted and arranged in the gap between the back surface of the flange and the flat plate member and held on the front surface of the flat plate member. The earth retaining method by the main pile lateral sheet pile of Claim 1 or 2 connected. In the earth retaining method by the main pile transverse sheet pile according to any one of claims 1 to 3, the steel plate used as the flat plate member,
A rectangular flat plate body having a width straddling between a pair of adjacent steel mold flanges, and at both side ends of the flat plate body arranged to overlap the flange, the side sheet piles between the back surfaces of the flanges. A spacer piece projecting from the surface of the flat plate body with a length that can secure an insertion width; and a press-fitting locking piece projecting from the surface of the flat plate body at an intermediate portion disposed between the flanges; A Messel steel plate comprising:   The said press-fit locking piece is a messel steel plate according to claim 4, wherein the press-fitting locking piece protrudes at a position not higher than the spacer piece and has a length longer than the thickness of the cross sheet pile.   The said spacer piece and the said press-fit locking piece are the Messel steel plates of Claim 4 or 5 provided in the lower end part of the said flat plate main body. The spacer piece is attached so that the side edge portion of the lower end is disposed in proximity to the web of the parent pile made of H steel, and has a function of scraping the earth and sand at the joint angle portion between the flange and the web. The Messel steel plate according to any one of claims 4 to 6.

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