JP2010150809A - Thrust transfer member for caisson, and method for constructing underground structure using the same - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a thrust transfer member for a caisson, which enables water sealing to be surely and inexpensively applied to a joint by providing a water sealing plate in the joint between the caissons connected together, and a method for constructing the underground structure using the same. <P>SOLUTION: The plurality of caissons A1 following a roof made of box-shaped pipe roofs juxtaposed in ground are sequentially jacked forward by a base-pushing jack 4, so that the underground structure can be constructed in the ground. In this case, a pressing ring 1 is interposed between a back end surface of the caisson A1 and the base-pushing jack 4. The pressing ring 1 comprises a first abutting portion 1a which abuts on the back end surface of the caisson A1 and which has an opening undergoing the insertion of a water sealing plate 5 protruding from the back end surface, a second abutting portion 1b which abuts on the base-pushing jack 4, and a connecting portion which connects the first and second abutting portions 1a and 1b at a longitudinal interval equivalent to/longer than the protrusion length of the water sealing plate 5. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention, when constructing an underground structure in the ground by sequentially propelling a plurality of boxes following a roof made of pipes arranged side by side in the ground by propulsion means, The present invention relates to a thrust transmission member interposed between propulsion means and a construction method of an underground structure using the thrust transmission member.

  When constructing an underground passage across a railroad track or road (hereinafter referred to as a track), first, a roof made of parallel pipes is buried in the ground under the track, and a concrete box following this roof. There is known a method of constructing an underground structure by burying a structure made of a box in the ground by propelling the body with a hydraulic jack as propulsion means through a push wheel as a thrust transmission member. If the underpass is somewhat long, it is formed by connecting boxes after one box.

It is necessary to take measures against water at joints between the connected boxes to prevent groundwater from leaking into the underground passage. For example, Patent Document 1 discloses that joints between connected boxes are stopped using an omega joint. Notches with pre-embedded anchor bolts are formed at the end of the connecting surface of the box to be connected, and an omega-shaped rubber joint is nut-fastened to the top of the anchor bolt to stop the joint. Watering. Patent Document 2 discloses that a water stop plate made of vinyl chloride or the like is provided at a joint of a concrete intake pipe. The water stop plate is inexpensive and has an advantage that the joint can be reliably stopped.
Japanese Patent Laid-Open No. 11-350888 (FIG. 12) JP 2004-320673 A

  However, as disclosed in Patent Document 1, when water is used to stop joints between connected boxes using an omega joint, the omega joint is expensive. Since the anchor bolts are provided, the number of construction steps is increased, and there is a problem that the strength of the box is lowered because the notches are provided at the end portions of the connecting surfaces of the boxes.

  On the other hand, as disclosed in Patent Document 2, when a water stop plate is provided at the joint between the connected boxes, when the box is propelled by a hydraulic jack, It is crushed by a wheel. Therefore, it has not been possible to provide a water stop plate at the joint between the connected boxes.

  In view of the above circumstances, the present invention provides a thrust transmission member of a box that can provide a water stop plate at the joint between the connected boxes and can reliably and inexpensively stop the joint, and uses the same. The purpose is to provide a method for constructing underground structures.

  The thrust transmission member according to the present invention, when constructing an underground structure in the ground by sequentially propelling a plurality of boxes following a roof composed of pipes arranged side by side in the ground by propulsion means, A thrust transmission member interposed between a rear end surface of the box and the propulsion means, and has an opening that is in contact with the rear end surface of the box and through which a water stop plate protruding from the rear end surface is inserted. A first abutting portion, a second abutting portion that abuts on the propulsion means, and a front-rear interval that is equal to or longer than a protruding length of the water stop plate, and the first abutting portion and the second abutting portion And a connecting portion that connects the contact portion.

  According to the thrust transmission member of the present invention, the first contact portion of the thrust transmission member contacts the rear end surface of the box, but the water stop plate protruding from the rear end surface is the opening of the first contact portion. Is inserted. The front-rear distance between the second contact portion that contacts the propulsion means and the first contact portion is longer than the protruding length of the water stop plate. Therefore, when the thrust transmission member is pressed by the propulsion means and the box is propelled and buried in the ground, no force is applied to the water stop plate, so the water stop plate is not damaged. Then, after burying the box in the ground, by connecting and building the box that follows the rear end face of the box, a waterproof plate is provided at the joint between the connected boxes. be able to. Therefore, it is possible to reliably and inexpensively stop the joint between the connected boxes.

  Moreover, in the thrust transmission member according to the present invention, it is preferable that the propulsion means is composed of a plurality of hydraulic jacks, and a connecting portion is provided in front of the hydraulic jacks.

  In this case, the strength of the propulsion transmission member with respect to the thrust transmitted from the hydraulic jack is increased.

  In the thrust transmission member according to the present invention, it is preferable that a reinforcing member for reinforcing the connecting portion is provided in front of the hydraulic jack.

  In this case, the strength of the propulsion transmission member with respect to the thrust transmitted from the hydraulic jack is further increased.

  In the construction method of an underground structure according to the present invention, a plurality of boxes following a roof composed of a plurality of pipes arranged in parallel in the ground are sequentially forwarded by a propulsion unit via a thrust transmission member according to the present invention. It is a construction method of an underground structure that is propelled and builds an underground structure underground, in which concrete is placed in a start shaft and a part of a water stop plate is protruded from the rear end face. A step of constructing a box, and abutting the first abutting part on the rear end surface of the one box, and abutting the second abutting part on the propulsion means to transmit the thrust A step of arranging a member, a step of pressing the thrust transmission member by the propulsion means, a step of propelling the one box to embed it in the ground, a step of removing the propulsion unit and the thrust transmission member, A box placed with concrete and connected to the one box through the water stop plate. Characterized in that it comprises a step of construction of the.

  According to the construction method of an underground structure according to the present invention, when the thrust transmission member is pressed by the propulsion means and one box is pushed and buried in the ground, no force is applied to the water stop plate. The water stop plate is not damaged. Then, after burying one box in the ground, connecting the box that follows the rear end face of the one box is constructed, and the joints between the connected boxes are not damaged. A water plate can be provided. Therefore, it is possible to reliably and inexpensively stop the joint between the connected boxes.

  A push wheel 1 that is a thrust transmission member according to an embodiment of the present invention will be described. Referring to FIG. 1, a pusher wheel 1 is constructed by propelling a box A1 following a roof 3 formed of box-shaped pipe roofs 2 arranged side by side in the ground by a main push jack 4 as a propulsion means. When the structure is buried in the ground, it is interposed between the rear end face of the box A1 and the main pushing jack 4. 2 and 3, the box A1 is made of reinforced concrete having a rectangular cross section penetrating in the front-rear direction, and is provided with a water stop plate 5 partially protruding from the rear end face. The water blocking plate 5 is provided so that the rear end surface of the box A1 is continuously rounded in a square shape. The water stop plate 5 is a thin plate shape made of, for example, a vinyl chloride resin, and it is preferable that both ends and the center portion are expanded from the viewpoint of preventing slippage. In this case, the extended portion in the center is positioned on the rear end face of the box A1.

  Referring to FIGS. 1 to 3, the pusher wheel 1 includes a first contact portion 1 a that contacts the rear end surface of the box A <b> 1, a second contact portion 1 b that contacts the main push jack 4, The contact part 1c which connects the contact part 1a of this and the 2nd contact part 1b is provided. The first contact portion 1a has an opening 1d through which the water blocking plate 5 protruding from the rear end surface of the box A1 is inserted. The connecting portion 1c connects the first contact portion 1a and the second contact portion 1b with a front-rear interval equal to or longer than the protruding length of the water blocking plate 5.

  Specifically, the press wheel 1 is mainly configured as a welded product in which a plurality of H-shaped steels 6 are combined. The bottom plates (one flange) 6a, 6a of the two H-shaped steels 6, 6 are arranged in parallel to each other in the longitudinal direction with an interval exceeding the thickness of the water stop plate 5. Although not shown, the two H-shaped steels 6 and 6 are welded and fixed to portions where the main jack 5 does not come into contact. The bottom plates 6a and 6a of the two H-shaped steels 6 and 6 that are fixed contact the rear end surface of one side of the square-shaped box A1. Therefore, each side is constituted by the two H-shaped steels 6 and 6 fixed so as to contact the rear end surface of each side of the box A1, and the pusher wheel 1 is formed in a square shape. In this way, the bottom plates 6a and 6a of the two H-shaped steels 6 and 6 serve as the first contact portion 1a, and the gap between the bottom plates 6a and 6a serves as the opening 1d. The top plates (the other flanges) 6b and 6b of the two H-shaped steels 6 and 6 serve as the second contact portion 1b, and the webs 6c and 6c of the two H-shaped steels 6 and 6 serve as the connecting portion 1d. ing.

  Further, the push wheel 1 includes a reinforcing portion 1d that reinforces the connecting portion 1c in front of a portion with which the main pushing jack 4 abuts. Specifically, the reinforcing portion 1d is a flat steel plate 7 as a stiffener that is welded and fixed so as to connect the bottom plate 6a and the top plate 6b. The main push jack 4 is in contact with the second contact portion 1 b of the press wheel 1 through the contact plate 8.

  Hereinafter, a construction method of an underground structure using the push wheel 1 according to an embodiment of the present invention will be described.

  First, referring to FIG. 4, a process of excavating the ground on both sides sandwiching a track or road B (hereinafter referred to as track B) and installing a start shaft C and a reaching shaft D is performed. The retaining wall 9 is installed on the side walls of the starting shaft C and the reaching shaft D. Concrete is placed on the crushed stone at the bottom of the start shaft C to form the bottom plate 10. The upper surface of the bottom plate 10 is flat, and a steel plate (not shown) is laid thereon. A reaction force receiving portion 11 is installed in front of the retaining wall 9 on the rear side of the start shaft C. The reaction force receiving portion 11 includes a bearing wall 12 made of reinforced concrete formed on the front surface of the retaining wall 9, and a cross-beam reaction force steel material 13 assembled on the front surface of the bearing wall 12 by combining H-shaped steel in a well shape. Consists of

  Next, with reference to FIG. 5, the process of forming the roof 3 in the ground E under the track | truck B between the starting vertical shaft C and the reaching vertical shaft D is performed. Referring to FIG. 2, box-shaped pipe roof 2 is arranged in a gate shape to form roof 3. The box-shaped pipe roof 2 is a steel pipe having a rectangular cross section. The ground auger (not shown) inserted into the hollow interior of the box-shaped pipe roof 2 excavates and removes the ground in front of the box-shaped pipe roof 2 from the start shaft C to the arrival shaft D. Then press it horizontally with a propulsion machine (not shown). The box-shaped pipe roof 2 having a predetermined length is press-fitted while being connected in series so that the length of the roof 3 exceeds the transverse length of the ground E. On the upper surface of the roof 3, a friction cut plate 14 made of a flat steel plate is installed.

  Next, a process of building the box A1 at a predetermined position of the start shaft C is performed. The box A1 has an upper end surface located at the same height as the upper end surface of the roof E and is formed to have the same width as the roof E. Although not shown, the box A1 is constructed by installing reinforcement and a formwork on the bottom plate 10 and placing concrete in the formwork. Water stop plates 5 are provided on both front and rear end faces of the box A1 so that each part protrudes.

  Next, referring to FIG. 1, a step of installing propulsion equipment for propelling the box A1 is performed. First, the push ring 1 is arranged so that the first contact portion 1a contacts the rear end surface of the box A1 and the water blocking plate 5 passes through the opening 1d. A plurality of former push jacks 4 are interposed between the second contact portion 2 c of the press wheel 1 and the cross beam reaction force steel material 13 of the reaction force receiving portion 11. Referring to FIG. 6, main pushing jack 4 is a hydraulic jack, and its main body is placed on jack receiving material 15 and supported by jack cradle 16. The jack receiving material 15 connects and fixes the push wheel 1 and the jack cradle 16. A pusher wheel 17 that contacts the upper end surface of the box A1 is disposed. The pusher wheel 17 is configured in the same manner as the pusher wheel 1. Further, the blade edge 18 and the roof propulsion jack 19 are installed on the front end face side of the box A1. The blade edge 18 is attached to the front end opening of the box A1. The roof propulsion jack 19 is accommodated in a jack storage pipe 20 connected after the box-shaped pipe roof 2 and is interposed between the box-shaped pipe roof 2 and the presser wheel 17. The jack storage tube 20 is supported by a support column (not shown).

  Next, with reference to FIG. 7, the box A1 is propelled and buried in the ground. First, the rod of the roof propulsion jack 19 is extended to propel the box-shaped pipe roof 2. Then, while extending the rod of the main push jack 4, the front ground is excavated by the blade 18, and the box A <b> 1 is advanced while being in sliding contact with the lower surface of the friction cut plate 14. The earth and sand excavated by the blade 18 is discharged into the starting shaft C behind and removed through the opening of the box A1. The strut 21 and the spacer 22 are interposed in the gap between the main pushing jack 4 and the cross beam reaction steel material 13 that have moved with the forward movement of the box A1, and the box A1 is repeatedly advanced to embed the box A1 in the ground. . In this way, when the push wheel 1 is pressed by the main push jack 4 and the box A1 is pushed and buried in the ground, no force is applied to the water stop plate 5, so the water stop plate 5 is not damaged. . The box-shaped pipe roof 2 extruded into the reaching shaft D is sequentially removed.

  Next, referring to FIG. 8, a step of removing the propulsion equipment is performed. The propulsion equipment installed on the rear side of the box A1, that is, the push wheel 1, the former push jack 4, and the like are removed.

  Next, a step of building a box A2 following the box A1 at a predetermined position of the start shaft C is performed. The succeeding box A2 has the same vertical cross-sectional shape as the box A1. The succeeding box A2 is constructed by placing reinforcing bars and formwork on the bottom plate 10 and placing concrete in the formwork similarly to the box A1. However, the subsequent box A2 is constructed so as to be continuous with the rear end face of the box A1. Thereby, as shown in FIG. 9, the water stop board 7 is provided in the joint between box A1, A2.

  Thereafter, as shown in FIG. 10, the box A2 is embedded in the same manner as the box A1. It is only necessary to build as many boxes as necessary to exceed the crossing length.

  The configuration and shape of the push wheel 1 are not limited to those described above. For example, you may comprise from the L-shaped steel which provided the space | interval more than the thickness of the water stop plate 5, and was welded. The second abutting portion 1b only needs to include at least a portion that abuts the contact plate 8 and directly receives the thrust from the main pushing jack 4. Moreover, it is preferable that the connection part 1c exists in the part located ahead of the contact board 8 which receives the thrust from the main pushing jack 4. FIG.

The simplified vertical side view of the state which interposed the press ring which concerns on one Embodiment of this invention between the box and the former push jack. The II-II line direction arrow simplified cross-sectional view in FIG. The simplified fracture perspective view of the state interposed between the box and the original pushing jack. In the construction method of the underground structure concerning one embodiment of the present invention, the simple vertical side view of the state where the starting shaft and the reaching shaft were installed. A simplified longitudinal side view of a state in which a roof is formed and a box is constructed. The simplified partial vertical side view of propulsion equipment. A simplified longitudinal side view of the box propelled into the ground. A simplified longitudinal side view of a state in which a subsequent box is built. The simplified sectional view of the joint of the box which connects. A simplified longitudinal side view of a state in which a subsequent box is built.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 ... Push wheel (thrust transmission member), 1a ... 1st contact part, 1b ... 2nd contact part, 1c ... Connection part, 2 ... Box-shaped pipe roof (pipe), 3 ... Roof, 4 ... Main pushing Jack (propulsion means, hydraulic jack), 5 ... water stop plate, 6 ... H-shaped steel, 7 ... flat steel (reinforcing member), 14 ... friction cut plate, 18 ... blade edge, 19 ... roof propulsion jack, A1 ... box (One box), A2 ... Box (following box) B ... Track, C ... Starting shaft, D ... Reaching shaft, E ... Ground.

Claims (4)

When constructing an underground structure in the ground by sequentially propelling a plurality of boxes following a roof composed of pipes arranged side by side in the ground by propulsion means, the rear end face of the box and the propulsion means A thrust transmission member interposed between and
A first abutting portion having an opening that is in contact with a rear end surface of the box and through which a water stop plate protruding from the rear end surface is inserted;
A second contact portion that contacts the propulsion means;
A thrust transmission member comprising: a connecting portion that connects the first contact portion and the second contact portion with a front-rear interval equal to or longer than a protruding length of the water stop plate.   The thrust transmission member for a box according to claim 1, wherein the propulsion means includes a plurality of hydraulic jacks, and a connecting portion is provided in front of the hydraulic jacks.   The thrust transmission member according to claim 2, wherein a reinforcing member that reinforces the connecting portion is provided in front of the hydraulic jack. A plurality of boxes following a roof composed of a plurality of pipes arranged side by side in the ground are sequentially propelled forward by propulsion means through the thrust transmission member according to any one of claims 1 to 3, An underground structure construction method for constructing an underground structure underground,
In the starting shaft, placing concrete and building a box with a part of the water stop plate protruding from the rear end surface;
Placing the thrust transmission member by bringing the first abutting portion into contact with the rear end surface of the one box and bringing the second abutting portion into contact with the propulsion means;
Pressing the thrust transmission member by the propulsion means, propelling the one box and embedding it in the ground;
Removing the propulsion means and the thrust transmission member;
A method for constructing an underground structure, comprising: placing concrete and constructing a box connected to the one box through the water stop plate.

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