JP4351182B2 - Underground continuous wall drilling rig - Google Patents

Description

  The present invention relates to a drilling device suitable for constructing a continuous wall in the ground.

  Conventionally, as an excavator suitable for building a continuous wall in the ground, it has a chain-type cutter in which endless chains equipped with excavating blades are stretched over the upper and lower ends of the cutter post, and is supported on a traveling carriage It has a vertically standing leader equipped in a state that it can move to the left and right (can be traversed) with respect to the guide frame, and a drive unit frame that supports the chain type cutter is provided by sliders arranged at two places above and below Underground continuous wall excavation device that can be moved up and down along the leader and can traverse in the horizontal direction with the chain cutter inserted into the ground by traversing the leader in the horizontal direction ( Hereinafter, a leader traversing type underground continuous wall excavator is described (for example, Patent Document 1, Patent Document 2, Patent Document 3, Patent Document 4). Irradiation).

In this leader traversing type underground continuous wall excavator, as described above, the vertically standing leader is indirectly mounted on the traveling carriage via the guide frame, but on the other hand, A chain-type cutter in which the endless chain provided is stretched over the upper and lower ends of the cutter post, and a vertically standing leader mounted directly on the traveling carriage, and a drive unit frame that supports the chain-type cutter Underground continuous wall excavation apparatus that can be moved up and down along the leader by a slider disposed above and below, and can move in a state where a chain cutter is inserted into the ground by moving a traveling carriage. (Hereinafter, referred to as a leader-fixed underground continuous wall excavator) is also known (see, for example, Patent Document 5).
Japanese Patent Publication No. 8-6348 (FIGS. 1 and 2) JP-A-9-228410 (FIGS. 1 and 2) Japanese Patent No. 3570150 (FIGS. 4 and 5) JP-A-10-292424 (FIGS. 1 and 9) Japanese Patent No. 2711057 (FIGS. 5 and 7)

  As shown in the side view of FIG. 7 (a) and the front view of FIG. 7 (b), the conventional leader traversing underground continuous wall excavator described above is in a state where a continuous wall is constructed in the ground. The lower end of the drive unit frame 10 that supports the chain cutter 2 is substantially the same height as the lower end positions of the leader 9 and the guide frame 20, and the height of the portion remaining on the ground portion of the chain cutter 2 is as follows. Is almost decided. In addition, the part which has come out to the ground part is covered with the cover member.

  In addition, except for the case of excavating at a depth that is extremely shallower than the planned depth of excavation, the above-described conventional leader-fixed underground continuous wall excavating apparatus is sufficient for the chain cutter to have a planned depth to be excavated. If you have an endless chain of length, the lower end of the drive unit frame is at the lower position of the traveling carriage, and in this state, the chain type cutter is inserted in the ground and traversed to build a continuous wall in the ground It was. Except when excavating at a depth that is extremely shallower than the planned depth of excavation in this way, in the excavator for underground continuous wall with a fixed leader, the chain is similar to the excavator for underground continuous wall with the leader traversing. The height of the part remaining on the ground part of the cutter was almost fixed.

  Moreover, in any case, in the conventional underground continuous wall excavator, the chain cutter 2 has the cutter post 5 so that it can excavate underground walls having different depths as shown in FIG. As shown in FIG. 7B, it can be divided into blocks. That is, the cutter post 5 can be divided into blocks while having the block chains 4 on both sides.

  Therefore, when the depth of the wall to be constructed becomes deep, as shown in FIG. 8 (b), the portion of the chain cutter 2 that is in the ground is pulled up along the leader, and the chain is placed at an appropriate cutter post position. 4 is removed, and the cutter post portion having the upper chain is pulled up along the leader, and the block-shaped cutter post unit block 5a having the block-like chain on both sides is inserted to the required excavation depth, The chain 4 was reconnected and the chain cutter 2 having the required length was obtained. On the contrary, when the planned excavation depth becomes shallow, the necessary number of unit blocks 5a of the block-shaped cutter posts having the block-shaped chains on both sides are removed.

  When the excavation depth was changed in this way, the block of the cutter post was inserted or separated. Even if the length of the chain type cutter changes, if the chain type cutter is a chain type cutter that is long enough to match the planned excavation length of the ground, traverse with the chain type cutter inserted into the ground In order to stabilize the machine when building a continuous wall in the ground, the drive unit frame was positioned at a low position of the traveling carriage.

  Even in the case of the underground fixed wall excavator with a fixed leader, the reason why the position of the drive unit frame is almost constant in the state where the continuous wall is constructed as described above is the same. is there. Therefore, here, in the case of a leader traversing underground continuous wall excavator, the drive unit in a state where a continuous wall is constructed by traversing with a chain cutter inserted in the ground The reason why the position of the frame is almost constant will be described.

  That is, as shown in FIGS. 9A and 9B, when the leader 9 is traversed horizontally (on the right side of FIG. 9B) and the underground chain cutter 2 is traversed, the cutter post 5 The ground reaction force a is applied to. As a result, since it is supported by two upper and lower sliders, the reaction force b acts as shown by the arrow at the position B fulcrum where the lower slider of the drive unit frame 10 is located, and the position where the upper slider of the drive unit frame 10 is located The reaction force c acts at the C fulcrum as shown by the arrow.

When the length (depth L ₃ ) of the portion inserted into the ground of the chain cutter 2 is constant and the ground reaction force a is constant, the reaction forces b and c acting on the B fulcrum and C fulcrum The size is determined by the height from the ground to the B fulcrum (L ₂ ) and the distance between the fulcrums (L ₁ ). When L ₂ is large, the reaction force acting increases, easily sliders, etc. is damaged, yet the L ₂ increases, the traveling carriage 8 having a guide frame 20 (i.e., drilling equipment itself) there is a possibility that tipping . The length of L ₁ is up and down movement or the like along a leader of the drive unit frame is fixed at a smallest possible length in a range that allows stably.

  Therefore, when the depth of the underground wall to be constructed becomes different in the middle as described above, in order to cope with the excavation length, the addition work (or separation work) of the cutter post is almost the same as the chain type cutter. It was a cumbersome work that had to be done while it was inserted inside.

  An object of the present invention is to have a chain-type cutter in which an endless chain equipped with an excavating blade is stretched over the upper and lower ends of a cutter post, and a vertically standing leader that is mounted directly or transversely on a traveling carriage. The drive frame that supports the chain cutter can be moved up and down along the leader by sliders disposed above and below the frame, and the chain cutter is moved in the horizontal digging direction by traveling of the traveling carriage or traversing of the leader. Even with underground underground wall excavators that are capable of traversing, it is possible to excavate underground walls with different depths on the way without the troublesome work of adding and separating the cutter posts described above. An object is to provide a drilling device for a continuous underground wall.

The excavation apparatus for underground continuous wall of the present invention includes a chain type cutter in which an endless chain provided with an excavating blade is stretched over both upper and lower ends of a cutter post, and a vertical equipped on a traveling carriage so as to be able to directly or traverse. The drive frame that supports the chain cutter is vertically movable along the leader by a slider disposed above and below the leader. In the excavator for underground continuous wall where the cutter can traverse in the horizontal excavation direction,
At least one block that supports the cutter post so that it can move up and down is provided between the leader and the cutter post at the lower position of the drive unit frame, and the slider position on the lower side of the drive unit frame is higher than the ground surface. Even if it makes it, it is comprised so that it can be made to cross in the horizontal excavation direction in the state which inserted the chain type cutter in the ground, It is the underground continuous wall excavation apparatus characterized by the above-mentioned.

  That is, the present invention relates to a leader fixed type underground continuous wall excavation apparatus in which the leader is directly mounted on the traveling carriage or a leader transverse type underground continuous wall excavation in which the leader is installed to be capable of traversing on the traveling carriage. In the apparatus, the slider position on the lower side of the drive unit frame can be present at a position higher than the ground surface, and the drive unit frame can be provided at a position higher than the ground surface. In the lower position away from the lower end of the drive unit frame, in order to enable traversing with the chain cutter being inserted in the ground and with the chain cutter inserted into the ground. At least one block is interposed between them, and this block is the lowest fulcrum and receives the reaction force during ground excavation near the ground surface. It is intended also be rampant in a state of inserting the chain cutter into the ground in a state in which the presence of a driver frame at a position higher traveling vehicle (i.e., the excavation device itself) is to avoid tipping. In addition, since it is possible to perform traverse excavation with the drive unit frame located at a high position, it is possible to equip a longer chain type cutter than before, and when excavating underground walls with different depths on the way, the drive unit frame is used as a leader. It can be handled by moving up and down along the line, eliminating the need for troublesome work such as adding and separating cutter posts.

  The lowermost block is preferably provided at the lower end position of the leader or at a position lower than that position. When two or more blocks are arranged, the blocks are arranged in the vertical direction, the upper block can be fixed at a predetermined distance from the lowermost block, and the lower block is lowered and stacked on the lowermost block. It is preferable to be able to do so.

  Note that one end of the block may be fixed to the reader, may be fixed or removed, or may be slidable. On the other hand, when the cutter posts are slidable with each other, the drive unit frame can be smoothly moved up and down along the leader.

  In addition, instead of making the cutter post side slidable with each other as described above, intermittently attach components such as fixing the block to the cutter post side, and fix the block at an arbitrary position, By adopting a structure that removes the fixing, it becomes possible to remove the block that gets in the way when the drive unit frame descends, and to attach and fix the necessary block such as the upper block when the drive unit frame rises The drive unit frame may be smoothly moved up and down along the leader. Further, when the block is movable along the leader, it is most preferable that the leader side is also slidable with respect to each other.

  The excavation apparatus for underground continuous wall of the present invention is supported on a traveling carriage and a chain type cutter in which a leader traverse type, that is, an endless chain provided with excavating blades is stretched over both upper and lower ends of a cutter post. It has a vertically standing leader equipped in a state that it can move horizontally to the left and right along the upper and lower slide rails of the guide frame, and the drive unit frame that supports the chain type cutter is Also in the underground continuous wall excavator, which can move up and down along the leader, and the chain cutter can traverse in the horizontal excavation direction by traveling of the traveling carriage or by the traversing of the leader, the lower side of the drive unit frame The slider position can be higher than the ground surface, and the lower slider position can be placed on the ground surface. In order to make it possible to traverse in a state in which the drive unit frame is in a high position and a chain type cutter is inserted in the ground, the drive unit frame By interposing at least one block between the leader and the cutter post at a lower position away from the lower end of the lower end of the lower block, the lower end position of the lowermost block is the lower end position of the leader or a position lower than that position, It is preferable to use the above-described excavation device for underground continuous wall of the present invention.

  As an example when the slider position below the drive unit frame is present at a position higher than the ground surface in the apparatus having the slide rails above and below the guide frame as described above, for example, the following structure can be considered. .

  That is, one case is a case where the slider position on the lower side of the drive unit frame is higher than the lower portion of the guide frame provided with the lower guide rail. In an extreme case, there may be a case where the slider position on the lower side of the drive unit frame exists at a high position near the upper guide rail (that is, the upper portion of the guide frame).

  The other case is a case where the lower position of the guide frame provided with the lower guide rail is higher than the normal height position. In such a device, for example, even if the lower position of the lower guide rail and the drive unit frame are the same, the lower position of the guide frame provided with the lower guide rail is higher than the normal height position. As a result, the lower end surface of the drive unit frame can be located at a higher position than the ground surface.

  In other structures, a structure in which the slider position on the lower side of the drive unit frame exists at a position higher than the ground surface is conceivable, but in a device having slide rails above and below the guide frame, the leader at the lower position of the drive unit frame At least one block that supports the cutter post so that it can move up and down is provided between the cutter post and the cutter post. Even if the slider position on the lower side of the drive unit frame is higher than the ground surface, As long as it is configured to traverse in the horizontal excavation direction while being inserted into the ground, it corresponds to the underground continuous excavation apparatus of the present invention.

  The excavator for underground continuous wall of the present invention has at least one block interposed between the leader and the cutter post at a lower position away from the lower end of the drive unit frame, and the lower end position of the lowermost block is Since the lower end position of the leader or a position lower than that position, the block can serve as the lowermost fulcrum. Therefore, the state where the lower end surface of the drive unit frame is located at a position higher than the ground surface (that is, the state where the lower slider position is located higher than the ground surface), and the chain type cutter is There is no possibility that the traveling cart (that is, the excavator itself) will fall even if it is traversed while inserted in the ground.

  At the same time, in the excavation device for underground continuous wall of the present invention, the lower end position of the drive unit frame can be located at a high position. When the depth of the underground wall becomes deep, it can be dealt with by lowering the drive unit frame supporting the chain cutter along the leader. On the other hand, when the depth is changed from the deep part to the shallow part, it can be dealt with by raising the drive part frame supporting the chain cutter along the leader. Further, the presence of the block stabilizes the cutter post, and allows the drive unit frame to be lifted and lowered stably.

  From the above, it is possible to quickly excavate underground walls with different depths on the way without the troublesome work of adding and separating conventional cutter posts, shortening the construction period, reducing costs, etc. Is planned.

  The underground continuous wall excavating apparatus of the present invention is supported on a traveling carriage and a chain type cutter in which an endless chain equipped with a leader traversing type, that is, an excavating blade, is stretched over both upper and lower ends of the cutter post. A slider having a vertically standing leader mounted in a state of being horizontally movable left and right along the upper and lower slide rails of the guide frame, and a drive unit frame that supports the chain cutter is disposed above and below the slider Even in the underground continuous wall excavating apparatus, the chain cutter can be traversed in the horizontal excavation direction by traveling of the traveling carriage or by traversing of the leader. At least one block is interposed between the lowermost block and the lower end position of the lowermost block is the lower end position of the leader. Or since a position lower than that position, blocks can serve as the bottom of the fulcrum. Therefore, in a state where the lower end surface of the drive unit frame is located at a position higher than the ground surface (that is, the state where the lower slider position is located higher than the ground surface) and a chain type Even if the cutter is traversed while being inserted into the ground, there is no risk that the traveling carriage (that is, the excavator itself) will fall over, and the lifting and lowering operation of the drive unit frame can be performed stably. Can demonstrate.

  In the leader traversing type underground continuous wall excavating apparatus of the present invention, the drive unit frame is present at a position higher than the ground surface and the chain cutter is inserted into the ground. There is no fear that the traveling carriage (that is, the excavator itself) will fall even if it is traversed. And also in this case, since it is possible to make the lower end position of the drive part frame exist at a high position, a longer chain type cutter can be equipped, and the depth of the underground wall to be constructed becomes deeper Can be dealt with by lowering the drive unit frame supporting the chain cutter along the leader. On the other hand, when the depth is changed from the deep part to the shallow part, it can be dealt with by raising the drive part frame supporting the chain cutter along the leader. In addition, the presence of the block stabilizes the cutter post and allows the drive frame to be lifted and lowered stably.

  Embodiments of the underground continuous wall excavator of the present invention will be described with reference to the drawings. FIG. 1 shows an example in which the present invention is applied to a leader-fixed underground continuous wall excavating apparatus in which a leader is directly mounted on a traveling carriage among the underground continuous wall excavating apparatus of the present invention.

  As shown in the side view of FIG. 1 (a) and the front view of FIG. 1 (b), the underground continuous wall excavating apparatus 1 has an endless chain 4 provided with an excavating blade 3 above the upper and lower ends of the cutter post 5. A chain cutter 2 is provided between the drive wheel 6 and the lower guide wheel 7. A leader 9 standing vertically is mounted on the traveling carriage 8, and a drive unit frame 10 that supports the chain cutter 2 at the upper part thereof is vertically moved along the leader 9 by sliders 11 and 12 arranged at two upper and lower parts thereof. It is possible to move. As shown in FIG. 1B, the underground continuous wall is formed by traversing the traveling carriage 8 (that is, the excavator itself) with the chain cutter 2 thus installed inserted into the ground. Is possible.

  In the underground continuous wall excavating apparatus 1 according to the present invention, at least one supporting the cutter post 5 so as to be vertically movable between the leader 9 and the cutter post 5 at a lower position away from the lower end of the drive unit frame 10. Block 13 (in FIG. 1A, two blocks 13 and 14 are present, but two or more blocks may be present). The lower end of the lowermost block 13 is located at the lower end position of the leader 9 in FIG. 1A, but is arranged at a position lower than the above position by providing the upper end of the block 13 in contact with the lower end of the leader 9. can do.

  Thus, by making the block 13 or 14 supporting the cutter post 5 exist between the leader 9 and the cutter post 5, as shown in FIGS. Even when the chain cutter 2 is traversed and the excavation operation is performed with the lower end surface located at a high position, there is no possibility that the traveling carriage 8 (that is, the excavator itself) will fall.

  These blocks 13 and 14 may be fixed to the leader 9 at one end, may have a structure that can be fixed or removed freely, or may be slidable.

  However, the cutter post 5 side at the other end of these blocks 13 and 14 can be slidable with each other, or a part for fixing the blocks 13 and 14 to the cutter post 5 side is intermittently attached. A structure that fixes or removes the block at a position makes it possible to remove a block that gets in the way when the drive unit frame 10 is lowered, or an upper block when the drive unit frame 10 is raised. It is preferable that the necessary blocks can be attached and fixed because the drive unit frame 10 can be smoothly moved up and down along the leader 9.

  When the blocks 13 and 14 can be moved up and down along the leader 9, for example, as shown in the plan view of FIG. 2A and the side view of FIG. A rail-shaped guide member 15 is attached, and guide protrusions 16 that slide up and down in an engaged state along the guide member 15 are provided on the blocks 13 and 14 side, and the blocks 13 and 14 are connected to each other on the leader 9 side. It may be slidable up and down.

  On the other hand, in order to make the cutter post 5 side slidable with respect to each other, for example, as shown in FIGS. 2 (a) and 2 (b), a rail-shaped guide member 15 in the vertical direction on the cutter post 5 side. In addition, the guide projections 16 that slide up and down in the engaged state along the guide member 15 are provided on the blocks 13 and 14 side, so that the blocks 13 and 14 can slide up and down on the cutter post 5 side. Put it in a state. Alternatively, for example, as shown in the plan view of FIG. 2C, the guide member 15 can be attached to the blocks 13 and 14 and the guide protrusion 16 can be provided on the cutter post 5 side.

  2A, 2B, and 2C, the upper block 14 and the lower block 13 are slidable on the leader 9 side and the cutter post 5 side. However, the lower block 13 has the lower end side as the lower end side surface of the leader 9, or as shown in FIG. 2D, the upper end side of the lower block 13 is set to the lower end position of the leader 9 (that is, the lower block is 2), or when the lower block 13 is positioned at a position lower than the leader 9, as shown in FIG. 2E, the lower block 13 moves down the drive unit frame 10. Since it does not become an obstacle sometimes, you may fix to the leader 9. Therefore, for example, as shown in FIG. 3A, it is preferable to fix the lowermost block 13 to the leader 9 side by a pin 17 or other means.

  Further, in order to keep the upper block position at a predetermined height, for example, as shown in FIG. 3B, the lowermost block 13 is fixed to the leader 9 side, and the lower block 13 is fixed to the side surface of the lower block 13. A guide plate 18 that can adjust the height of the upper block 14 is fixed, and the upper block 14 is attached to the predetermined height position of the guide plate 18 with a bolt 19 or the like. The upper block 14 can be held at a desired height position by being suspended from the part frame by a chain or the like.

  Furthermore, instead of making the cutter post side slidable with respect to each other, as shown in FIG. 3C, for example, parts for fixing the blocks 13 and 14 to the cutter post 5 side are intermittently attached. The structure may be such that the block is fixed or separated at an arbitrary position, so that the drive unit frame can be moved up and down along the leader.

  Next, the operating state of the underground continuous wall excavating apparatus of the present invention when building underground walls with different depths along the way will be described with reference to FIG.

  As shown in FIGS. 1, 4 (e) and 4 (f), the drive unit frame 10 is positioned at a predetermined high position, and the traveling carriage 8 is traversed in this state, and the chain cutter 2 is traversed in the ground. After carrying out excavation work, the drive unit frame 10 is gradually lowered along the leader 9 with the chain cutter 2 inserted into the ground, and the states shown in FIGS. 4 (a) and 4 (b) By doing so, it becomes possible to excavate deeply.

  In this case, when the lower end of the drive unit frame 10 reaches the upper end surface of the upper block 14, the chain suspended from the drive unit frame 10 is loosened, or a guide plate attached to the side surface of the lower block 13. By removing the upper block 14 from the fixed state, the upper block 14 can be stacked on the lowermost block 13. The states shown in (a) and (b) are possible.

  Thus, when the depth of the underground wall which should be constructed becomes deep, it can respond by dropping the drive part frame 10 which supports the chain type cutter 2 along the leader 9. FIG. Therefore, it is possible to excavate underground walls with different depths on the way without performing the troublesome work of adding (or separating) the cutter posts required in the conventional apparatus.

  Conversely, when excavating at a shallow depth, as shown in FIGS. 4 (e) and 4 (f), the drive unit frame 10 is gradually moved along the leader 9 with the chain cutter 2 inserted into the ground. It can be handled by raising it. Thus, even when the drive unit frame 10 is positioned at a high position, the blocks 13 and 14 can serve as the lowermost fulcrum, and even if the chain cutter 2 is inserted in the ground and traversed Further, there is no risk that the traveling carriage 8 (that is, the excavator itself) falls.

  Next, FIG. 5 shows a case in which the present invention is applied to a leader traversing type underground continuous wall excavating apparatus in which the leader is traversable on a traveling carriage among the excavating apparatus for continuous underground wall of the present invention. It is an example.

  As shown in the side view of FIG. 5A and the front view of FIG. 5B, the underground continuous wall excavating apparatus 1 has an endless chain 4 provided with an excavating blade 3 at the upper and lower ends of the cutter post 5. Slide rails 21, 22 having a chain-type cutter 2 spanned between the drive wheel 6 and the lower guide wheel 7 and arranged horizontally above and below the guide frame 20 supported on the traveling carriage 8. , And a vertically standing leader 9 that is mounted so as to be horizontally movable from side to side. Therefore, the reader 9 can be traversed in the horizontal direction.

  Further, as shown in FIG. 5A, the drive unit frame 10 that supports the chain cutter 2 can be moved up and down along the leader 9 by sliders 11 and 12 arranged at two upper and lower positions.

  In FIG. 5, the position of the slider 12 on the lower side of the drive unit frame 10 is positioned higher on the upper slide rail 21 side than the lower slide rail 22 provided on the guide frame 20. That is, also in FIG. 5, the lower end surface of the drive part frame 10 exists at a high position.

  At the same time, between the leader 9 and the cutter post 5, at least one block 13 that supports the cutter post 5 (in FIG. 5A, two blocks 13, 14 are present, but two blocks are present. May be present).

  The lower end of the lowermost block 13 is located at the lower end position of the leader 9 in FIG. 5A, but is arranged at a position lower than the above position by providing the upper end of the block 13 in contact with the lower end of the leader 9. can do.

  As shown in FIGS. 5 (a) and 5 (b), the chain-type cutter 2 is moved between the leader 9 and the cutter post 5 by making the block 13 or 14 supporting the cutter post 5 exist. Even if the leader 9 is traversed in the horizontal direction (that is, the excavation operation is performed by traversing the chain cutter 2) while being in the ground, the traveling carriage 8 (that is, the excavator itself) falls down. There is no fear of doing it.

  The method of attaching the blocks 13 and 14 to the reader 9 and the like may be the same method as described in the apparatus shown in FIG.

  Next, for example, as shown in FIG. 6, the operation state of the underground continuous wall excavating apparatus of FIG. 5 of the present invention in the case where underground walls with different depths are constructed on the way will be described.

  FIG. 6A shows a case where the drive unit frame 10 is positioned at a predetermined high position as shown in FIG. In this state, the leader 9 is traversed in the horizontal direction, and the chain cutter 2 is traversed in the ground to carry out excavation work. The depth shown in b) can also be excavated.

  Further, when the lower end of the drive unit frame 10 reaches the upper end surface of the upper block 14, the chain suspended from the drive unit frame 10 is loosened or from a guide plate attached to the side surface of the lower block 13 By removing the upper block 14 from the fixed state, the upper block 14 can be stacked on the lowermost block 13 (see FIG. 5). Thus, it is possible to excavate to the depth shown in FIG.

  Thus, when the depth of the underground wall which should be constructed becomes deep, it can respond by dropping the drive part frame 10 which supports the chain type cutter 2 along the leader 9. FIG. Therefore, it is possible to excavate underground walls with different depths on the way without performing the troublesome work of adding (or separating) the cutter posts required in the conventional apparatus.

An example of the excavation device for underground fixed walls of the leader fixed type of the present invention is shown in the middle of ground excavation, (a) is a side view, (b) is a front view. It shows the mounting state of the block in the excavator for underground continuous wall of the present invention, (a) is a plan view, (b) is a side view, (c) is a plan view of a modification, (d), (E) is a side view which shows the example from which a position differs. FIG. 3 is a view showing a mounting state of the block in the underground continuous wall excavation device of the present invention different from FIG. 2, (a) is a plan view, (b) is a front view, and (c) is an intermittent part. It is a side view of the used example. The state in the case of excavating the ground from which excavation depth differs using the excavation apparatus for underground continuous walls of FIG. 1 is shown, (a), (c), (e) is a side view, (b) , (D), (f) are front views. An example of the excavation apparatus for the leader continuous type underground continuous wall of this invention is shown in the middle of ground excavation, (a) is a side view, (b) is a front view. The state in the case of excavating the ground from which excavation depth differs using the excavation apparatus for underground continuous walls of FIG. 5 is shown, (a), (b), (c) is a front view. The conventional underground continuous wall excavation apparatus is shown in the middle of ground excavation, (a) is a side view and (b) is a front view. It is a case where the underground continuous wall from which the conventional digging depth differs is excavated, (a) is a front view after excavation depth change, (b) is a front view which shows the excavation depth change process. In the state where the underground continuous wall is excavated in the conventional underground continuous wall excavating apparatus, the reason why the lower end of the drive unit frame is substantially the same height as the lower end position of the guide frame is shown ( a) is a side view, and (b) is a front view.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 ... Underground continuous wall excavation device 2 ... Chain type cutter 3 ... Excavation blade 4 ... Endless chain 5 ... Cutter post 6 ... Upper drive wheel 7 ... Lower guide wheel 8 ... Traveling carriage 9 ... Leader 10 ... Drive part frame 11 ... Upper slider 12 ... Lower slider 13 ... Lower block 14 ... Upper block 15 ... Guide member 16 ... Guide protrusion 17 ... Pin 18 ... Guide plate 19 ... Bolt 20 ... Guide frame 21 ... Upper slide rail 22 ... Lower slide rail

Claims (2)

A chain type cutter in which an endless chain provided with an excavating blade is stretched over the upper and lower ends of the cutter post, and a vertically standing leader mounted on a traveling carriage so as to be directly or traversed, the chain type cutter The drive unit frame that supports the upper and lower sides of the drive frame can be moved up and down along the leader by a slider disposed above and below, and the chain type cutter can be traversed in the horizontal digging direction by traveling of the traveling carriage or by traversing of the leader. In the underground continuous wall drilling rig,
At least one block that supports the cutter post so that it can move up and down is provided between the leader and the cutter post at the lower position of the drive unit frame, and the slider position on the lower side of the drive unit frame is higher than the ground surface. Even if it makes it, it is comprised so that it can be made to cross in the horizontal excavation direction in the state which inserted the chain type cutter in the ground, The excavation apparatus for underground continuous walls characterized by the above-mentioned.   2. The underground continuous wall excavating apparatus according to claim 1, wherein the lowermost block is provided at a lower end position of the leader or at a position lower than that position.

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