JP6351132B2 - Shading concrete block construction equipment and construction method - Google Patents

Description

  TECHNICAL FIELD The present invention relates to an apparatus for attaching a cap concrete block to the upper end portion of a steel sheet pile wall and a construction method thereof in order to install the cap concrete block on the steel sheet pile wall.

  Many rivers, lakes, seaside revetments, etc. use steel sheet piles. In the steel sheet pile wall in which the steel sheet piles are continuously installed, construction is also performed in which the upper end portion is covered with a cap concrete block as a means for preventing corrosion or considering aesthetics. The inside of the concrete block is filled with a hardening material such as concrete mortar, but the shape of the steel sheet pile, especially the R of the bent part, etc., differs depending on the manufacturer. There is a problem that a gap is inevitable between the inner wall surface of the concrete. The upper surface and both front and rear surfaces of the space filled with the hardener are surrounded by a shaded concrete block and a steel sheet pile. And if the shape of a steel sheet pile is not uniform and the steel sheet pile wall becomes irregular, it is difficult to close the gap only by the arrangement of the bottom plate.

  When the bottom plate is supported, the position of the bottom plate can be adjusted in the vertical direction, but there are many cases where there is no provision for displacement in the horizontal direction. If there is a gap between the bottom plate and steel sheet pile, etc., the hardened material will leak out. In such a case, on-site countermeasures are required, but it is an emergency measure and is not preferable. . In addition, when a bottom plate punched into a planar shape that matches the uneven shape of the steel sheet pile is used, there is an economic problem that a large capital investment is required for the manufacture of the mold. This is a big problem for small and medium-sized companies.

Japanese Patent Application Laid-Open No. 2010-31559 proposes a construction method in which a bottom plate is inserted from an upper surface opening of a shaded concrete block. However, it is necessary to support the bottom plate that can withstand the weight of the hardened material from below, and for this purpose, the bottom plate support and the bottom plate mounting protrusion must be disposed below the bottom plate. In order to dispose the obstacles and the protrusions below the bottom plate, the bottom plate is inserted from the upper surface opening of the block, but this has the following difficulties.
A. The cocoon concrete block is about 60cm in length on one side of the cross section, and since the Great East Japan Earthquake, one side is about 100cm in size. It is a situation that must be placed on the bottom plate obstacles and protrusions.
A. The concrete block is a heavy piece of several hundred kg per piece, and the post-earthquake mold tends to increase in weight to over 1t. It is very difficult to place it correctly in position.
C. The bottom plate described in the above invention is described as a lightweight and easy to handle metal plate having a thickness of 3 mm or less, and in the embodiment, a thickness of 1 mm. In such a bottom plate, even if it is reinforced, the strength that can withstand the weight of the hardened material is limited, and it is not possible to cope with the current situation of increasing size.

JP 2010-31559 A

  The present invention has been made in view of the above-mentioned circumstances, and its object is to provide a cap concrete block construction apparatus that does not need to support the bottom plate from below when the cap concrete block is disposed at the upper end of the steel sheet pile. That is. Another problem of the present invention is that the unevenness of the positions of the steel sheet pile and the cap concrete block does not cause a gap even when the distance between the bottom plate and the inner surface of the cap concrete block is not uniform. It is to close the filling space in a sealed manner so that optimum construction can be performed.

  In order to solve the above-mentioned problem, the present invention is an apparatus for installing a cap concrete block on the upper end of a steel sheet pile, in order to partition between the steel sheet pile and one inner surface of the cap concrete block, Fixed to the inner surface of one side of the concrete block to close the gap between the bottom plate attached along the steel sheet pile and the inner surface of one side of the concrete block using a suspension member suspended from the upper end. In this case, a means is provided that comprises a cap-side fixing plate.

  The bottom plate in the present invention is attached to the steel sheet pile side as a part of the bottom formwork for setting the hardened material. By attaching the bottom plate to the steel sheet pile side, it is possible to construct the cap concrete block last. The bottom plate can be constructed as an assembly, i.e. a group of a plurality of parts combined. In the assembly structure, since the bottom plate is assembled from a plurality of parts, it becomes possible to construct a complicated planar bottom plate from parts of a simple form, and a strong capital investment is required for mold production. It is never done. In addition, a simple form of component can be manufactured at low cost and contributes to facilitating the implementation of the invention.

  In the apparatus of the present invention, the bottom plate is attached along the steel sheet pile using a suspension member suspended from the upper end of the steel sheet pile to partition between the steel sheet pile and the inner surface of the cap concrete block. Yes. The bottom plate is attached to the steel sheet pile side as a whole. Therefore, in the construction method of the present invention, as will be described later, the positional relationship with the bottom plate can be obtained simply by lowering the cap concrete block to the upper end of the steel sheet pile. The gaps that are inevitably generated must be completely closed.

  Although the description will be given assuming that the shade concrete block is located at the boundary between the sea and the land, the sea is sometimes a river, a lake, or a cliff, and the land is a shore or a cliff. Therefore, it can be said that the inner surface of one side of the concrete block indicates the sea (river) side, and the inner surface of the other side indicates the land (shore) side.

  In the present invention, the bottom plate is means for closing the concave portion of the steel sheet pile together with the suspension member, and the gap that cannot be closed by the bottom plate is closed by the cap-side fixing plate and the auxiliary member. The bottom plate has a reinforcing piece formed by bending on a side portion substantially parallel to the direction in which the cap concrete block is arranged, and has a configuration in which a slit is provided in the bent portion of the reinforcing piece for engagement with the suspension member. can do. For example, by forming the reinforcing piece on the side portion of the bottom plate by bending it at a substantially right angle, the structural strength of the bottom plate constituting piece can be remarkably improved, and even when the plate thickness is the same, it can withstand a greater weight.

  The cap side fixing plate is fixed to the one side inner surface which is the concave portion side of the cap concrete block in order to close a gap generated between the bottom plate and the one side inner surface of the cap concrete block. Due to this configuration, the size of the cap-side fixing plate can be determined according to the distance between the bottom plate and the inner surface of the cap conblock. Therefore, since sufficient overlap with the bottom plate can be obtained, there is no gap, and the risk of leakage of the cured material is eliminated.

  It is desirable that the cap-side fixing plate has a substantially L-shaped cross-sectional shape, and has ribs for reinforcing means at the L-shaped corners fixed to one inner surface of the cap concrete block. The shade-side fixing plate can withstand the weight of the hardened material together with the bottom plate, and the load bearing strength can be further increased by reinforcing the corners of the angle shape.

  Furthermore, in order to partition between the steel sheet pile and the one side inner surface of the concrete block, the present invention suspends the bottom plate using a suspension member on the upper end of the steel sheet pile and attaches it along the steel sheet pile, In order to eliminate the gap inevitably generated between the inner surface of one side and the bottom plate when placing the cap concrete block using the height adjusting means at the upper end of the cap, The step of closing the gap using the cap side fixing plate fixed to the inner side surface, the bottom plate attached along the steel sheet pile, the one side inner surface of the concrete block, the top surface, the other side inner surface and the other side ground are surrounded. It includes a method for installing a cap concrete block on the upper end of a steel sheet pile through a process of filling a void with a hardening material.

  In order to eliminate the gap inevitably generated between the one side inner surface and the bottom plate when placing the cap concrete block, in the step of closing the gap using the cap side fixing plate fixed to the one side inner surface, A gap that cannot be covered by the bottom plate and the shade-side fixing plate can be closed by the auxiliary member. Since the auxiliary member is used for the purpose of closing a slight gap, it can be attached to the member on the bottom plate side by, for example, adhesion.

  The present invention is configured and operates as described above, and when placing the cap concrete block on the upper end of the steel sheet pile, there is no need to support the bottom plate from below, and the workability is significantly improved. Play. Further, according to the present invention, the gap between the bottom sheet and the inner surface of the cap concrete block can be completely closed due to the uneven position of the steel sheet pile and the cap concrete block, and the hardening material can be closed. The space to be filled is closed in a sealed manner so that optimum construction can be performed.

Hereinafter, the present invention will be described in more detail with reference to the illustrated embodiments.
<Apparatus configuration>
FIG. 1 shows a concrete block construction apparatus and construction method according to the present invention, and a steel sheet pile wall is formed by continuously driving a plurality of steel sheet piles 11 into the ground, and irregularities 12 are formed on the surface thereof. It appears in the driving direction and reaches the upper end 13.

  The cap concrete block 15 is installed at the upper end of the steel sheet pile 11 using the cap concrete block construction apparatus 10 according to the present invention. The illustrated concrete block 15 has a substantially gate-shaped cross-sectional shape, and openings 14 are formed at predetermined intervals on the upper surface of the block. Between the openings 14, the upper surface supported by the apparatus according to the present invention or It is a portion of the top surface 16. The cap concrete block 15 has parallel side surfaces 17, 18, and forms a hardened material filling space 19 surrounded by the inner surfaces of the side surfaces 17, 18, the steel sheet pile wall, the bottom plate 20 and the top surface 16. (See FIG. 5).

  The bottom plate 20 in the present invention is configured as a bottom plate 20 that is combined with a plurality of members to form a planar shape that matches the irregularities 12 of the steel sheet pile 11 and is attached to the inner wall surface of the cap concrete block 15. The bottom plate 20 according to the embodiment includes an example (FIGS. 2 and 3) configured as a plurality of bottom plate members and an example (FIGS. 4A and 4B) configured as a single member. Yes.

  In the example composed of a plurality of pieces, the bottom plate 20 is constituted by the bottom plate members 20-1, 20-2, and 20-3 formed in large and small trapezoidal shapes so as to fit in the trapezoidal space of the steel sheet pile 11. As shown in FIG. 3, each of the bottom plate members 20-1, 20-2, and 20-3 has reinforcing pieces 20 a and 20 b formed by bending up and down side portions that are substantially parallel to the arrangement direction of the cap concrete block 15. Have. Such bottom plate members 20-1, 20-2, 20-3 exhibit the strength to withstand the weight of the hardened material by the reinforcing structure while dividing the bottom plate 20 to be smaller and easier to handle.

  Moreover, the slit 21 is formed in the edge part of the bending part of the reinforcement pieces 20a and 20b for engagement with the suspension member 25 mentioned later. The slit 21 is located on the oblique sides of the bottom plate members 20-1, 20-2, 20-3, and is configured such that the end portion including the reinforcing pieces 20a, 20b is supported by riding on a suspension member 25 described later. Has been. Due to the engagement with the suspension member 25, the bottom plate 20 is stably placed.

  In the example of the structure consisting of a single member, the form of the bottom plate 20 is simpler. As shown in FIGS. 4A and 4B, the bottom plate 20 is formed in a trapezoidal shape that fits in the trapezoidal space of the steel sheet pile 11 and is formed by bending the front and rear side portions up and down. Reinforcing pieces 20a and 20b are provided. Moreover, it has the slit 21 formed in the edge part of the bending part of reinforcement piece 20a, 20b for engagement with the suspension member 25 mentioned later.

  In order to attach the bottom plate 20, a suspension member 25 suspended from the upper end of the steel sheet pile 11 is used (see FIG. 5). The suspension member 25 has a locking portion 22 attached to the upper end 13 of the steel sheet pile wall 11 at the upper portion, a hanging tool 24 having a suspension portion 23 opposite to the suspension portion 24 at the lower portion, and the suspension source 23 at the upper portion. It comprises a suspension rod 26 that is swingably attached and is movably attached to the bottom plate support plate 30 at the bottom, and the support plate 30. Reference numeral 24 a denotes a stopper illustrated as a bolt, and the suspension 24 is fixed to the upper end portion 13 of the steel sheet pile 11 by the locking portion 22.

  Small holes 23a and 30a are formed in the suspension base 23 and the support plate 30, and swinging is performed using a suspension rod 26 made of a male screw rod inserted into the small holes 23a and 30a and upper and lower nuts 27a and 27b. It is possible or movably attached (see FIG. 6). Reference numeral 28 denotes a fixing nut. The small hole 30a of the support plate 30 is in a position entering the center of the filling space 19 by a slight distance from the position of the small hole 23a of the suspension base 23, and the support plate is loaded by the load of the hardener when filling the hardener. 30 is configured to swing and be pushed in the direction of the steel sheet pile 11.

  The support plate 30 has a contact piece 29 that doubles and is formed so as to be in contact with other members (particularly, the steel sheet pile 11) on the side to improve strength and stability. 11 is formed of an elongated strip-like member formed so as to be bendable so as to conform to the unevenness 12 of 11 (see FIG. 7A). The support plate 30 has a cut portion 31 provided for bending, and is configured so that manual bending can be performed more easily. Due to the bending process in the cut portion 31, the portions on both sides of each groove overlap each other (see FIG. 2 and the like). Reference numeral 32 denotes a notch, which is formed outside the end of the support plate 30 in order to avoid conflict when the steel sheet pile 11 has the connecting portion 11a.

  In order to close the gap generated between the bottom plate 20 and the one side inner surface 15 </ b> A of the cap concrete block 15, the cap side fixing plate 35 is fixed to the one side inner surface 15 </ b> A of the cap concrete block 15. As shown in FIG. 7B, the shade-side fixing plate 35 is composed of a vertical piece portion 33 fixed to the one side inner surface 15A and a horizontal piece portion 34 that rides on the upper surface of the bottom plate 20, and has an L-shape with a substantially right cross section. The mold has a so-called angle material shape.

  The vertical piece portion 33 is formed with a through hole 33a for a bolt 36 fixed to the inner surface 15A on one side, and the lateral side portion 34 is formed between the bottom plate 20 and the inner surface 15A on one side of the cap concrete block 15. It is formed in an arbitrary width that is necessary and sufficient to close the gap. In addition, a well-known rib etc. can be provided in the L-shaped corner | angular part as the reinforcement means 37, and this further raises load bearing strength (refer FIG. 7B chain line illustration).

  When a gap that cannot be covered by the bottom plate 20 and the shade-side fixing plate 35 is generated, an auxiliary member 38 that closes the gap is prepared (see FIG. 2). As shown in FIG. 7C, the auxiliary member 38 fits between the left and right adjacent bottom plates 20 and 20 without gaps, and between the convexity of the steel sheet pile 11 and the bottom plate 20 and one inner surface 15A of the cap concrete block 15. It has a rectangular planar shape with a width. Moreover, it has the contact piece 39 which serves as the reinforcement bent and formed so that it may contact with another member (especially steel sheet pile 11) on the side.

  For the installation of the auxiliary member 38, an adhesive tape such as a gum tape or an adhesive can be used to fix the auxiliary member 38 to the bottom plate 20, but it is also possible to fix it by bending a part thereof. The example will be described with reference to FIG. 12. The outer side opposite to the contact piece 39 is bent downward, and the bent pieces 38a and 38b are provided by making cuts on both sides thereof. At the time of attachment, both ends are placed on the support plate 30 and the outer end portions are bent outwardly as shown by arrows in FIG. 12B to be bent pieces 38a and 38b. What is necessary is just to arrange | position the part which is too long under the cap concrete block side surface 18. FIG.

  As the cap concrete block 15, the one generally used at present is used. In particular, the present invention is configured so as to be able to sufficiently cope with the shade concrete block that has been increasing in size since the Great East Japan Earthquake. A height-adjustable support is used as the height adjusting means 40 of the cap concrete block 15 (see FIG. 5). Further, as shown in detail in FIG. 8, the support 40 constituting the height adjusting means is provided with a hook-shaped locking portion 41 attached to the upper end 13 of the steel sheet pile 11, and the locking portion 41. In addition, a support rod 43 provided so as to be movable up and down with respect to the female screw cylinder 42 is integrally provided.

  In the embodiment, a female threaded cylinder 42 made of a high nut or the like is attached to a locking portion 41 formed in a hook shape by means such as welding, and the locking portion 41 is formed wide and includes two stoppers 44. It has a configuration in which a bolt is screwed together. Further, the support rod 43 has a bolt structure, and is provided with a spanner hanger 43a on the upper portion thereof, and the end portion 43b is formed in a round shape so that it can be turned easily even when it is in contact with the cap concrete block 15. ing.

However, in the case of the round end 43b, the contact with the concrete becomes a point contact, and the contact surface may be damaged. Therefore, as shown in FIG. 9, a plate-like contact piece 45 is provided integrally with the spanner hanger 43a at the upper end of the support rod 43, and the risk of damage can be reduced. In addition, a bolt can be used for the spanner hook 43a, the contact piece 45 can be fixed to the head, and it can be screwed into the upper end of the support rod 43 by a screw part. Among the members used in the apparatus 10 of the present invention, the members that bear the strength may be considered to use steel plates or steel materials.
<Construction method>

The shade concrete block construction apparatus 10 having the above construction is constructed according to the following steps. The construction site is at the boundary between the land and the river, and one side inner surface 15A of the cap concrete block 15 disposed on the upper end portion 13 of the steel sheet pile 11 is the river side, and the other inner surface 15B is the land side (see FIG. 10 and the like). ).
Bottom plate attaching step: In order to partition between the steel sheet pile 11 and the one side inner surface 15 </ b> A of the cap concrete block 15, the bottom plate 20 is suspended from the upper end portion 13 of the steel sheet pile 11 using the suspension member 25. Install along.
The bottom plate 20 is attached to a support plate 30 suspended from the steel sheet pile 11, but the wall itself connected to the steel sheet pile 11 is difficult to be linearly constructed, so that the bottom plate 20 is opposite to the steel sheet pile 11. The positions of the portions are particularly uneven, which creates the cause of the gap (note that the gap is not a sign because it is infinitely different).
The cap concrete arrangement | positioning process: The cap concrete block 15 is arrange | positioned to the upper end part 13 of the steel sheet pile 11 using the height adjustment means 40. FIG. At the same time, when the cap concrete block 15 is disposed, the cap side fixing plate 35 fixed to the one side inner surface 15A is used in order to eliminate the gap inevitably generated between the one side inner surface 15A and the bottom plate 20. To close the gap.
Accordingly, several types of cap-side fixing plates 35 having different widths are prepared. The width is a dimension in the direction between the one inner surface A of the steel sheet pile 11 and the steel sheet pile 11, and further, a gap that cannot be closed using the auxiliary member 38 is closed.
Hardening material filling step: Hardening material in the filling space 19 surrounded by the bottom plate 20 attached along the steel sheet pile 11 and the one side inner surface 15A, the other side inner surface 15B, the top surface 15C, and the other side ground 15D of the concrete block 15. 46 is filled.
The work procedure can be arbitrarily changed.

  Hereinafter, each process will be described in detail. In the bottom plate attaching process, the support plate 30 is processed. A support plate 30 made of a band-plate-like member that can be bent by hand is bent in conformity with the irregularities 12 of the steel sheet pile 11. This processing step can be easily performed because the bent portion of the support plate 30 by the notch 31 shown in FIG. 7A is weakened. Even if the folded part is left overlapping, it will not interfere.

  In order to attach the support plate 30, the suspension member 25 is locked to the upper end portion 13 of the steel sheet pile wall 11, and the support plate 30 is attached to the lower portion of the suspension member 25 so as to be swingable (see FIG. 6). The small hole 30a of the support plate 30 is in a position entering the center of the filling space 19 by a slight distance from the position of the small hole 23a of the suspension base 23, and the support plate 30 is loaded by the load of the filler when filling the filler. Oscillates and is pushed in the direction of the steel sheet pile 11, so that the steel sheet pile 11 and the contact piece 29 of the support plate 30 act so as to keep contact.

  The bottom plate 20 is attached to the concave portion of the steel sheet pile 11. When the bottom plate 20 is attached, the slits 21 and 21 formed in the bottom plate 20 are fitted to the support plate 30 (see FIG. 5B). When the bottom plate 20 is composed of a plurality of pieces, the bottom plate members 20-1, 20-2, and 20-3 formed in a large and small trapezoidal shape so as to fit in the trapezoidal concave portion of the steel sheet pile 11 are sequentially arranged. To do. It is confirmed that the portions provided with the reinforcing pieces 20a and 20b are in contact with each other, and the side portions of the bottom plate members 20-1, 20-2, and 20-3 may overlap each other if necessary.

  At the time when the auxiliary member 38 is installed, the bottom plate 20 is supported by the support plate 30 and is in a state of maintaining substantially flatness. Since the shade-side fixing plate 35 is already attached to the shade concrete block 15, the positional relationship between the bottom plate 20, the shade-side fixing plate 35, etc. is observed, and the presence or absence of a gap is confirmed. What is necessary is just to put the auxiliary member 38 and close the gap. In that case, after confirming the position of each part, it couple | bonds with the baseplate 20. FIG. The joining operation can be performed by using an adhesive tape such as a gum tape and pasting so as to cover the entire side of the movable plate 22. When using an adhesive, the adhesive is applied so that all sides of the movable plate 22 are closed, and the movable plate 22 is coupled.

  Next, the arrangement of the shade concrete block 15 will be described. The cap concrete block 15 is suspended by using a crane or the like and disposed on the upper end portion 13 of the steel sheet pile 11. When the cap concrete block 15 is disposed, the support rod 43 is adjusted to abut on the top surface 15C of the cap concrete block 15 so as to be substantially horizontal and aligned. In order to appropriately receive and support the bottom plate 20 having a flat shape that matches the unevenness 12 of the steel sheet pile 11 with the support plate 30, a height-adjustable support tool 40 is used. In FIG. 10, since the height-adjustable support tool 40 is disposed on the land side of the steel sheet pile 11, the height-adjustable support tool 40 is positioned at the upper end of the steel sheet pile 11. It is installed at 13 arbitrary positions.

  The operation after the placement of the cap concrete block 15 is an operation performed from the opening 14 toward the filling space 19 inside the block. However, according to the construction method of the present invention, the height adjustment of the cap concrete block 15 can be easily performed as described above, and the cap-side fixing plate 35 is attached to the cap concrete block 15 in advance. There is almost no need to perform complicated operations. In FIG. 5 and the like, reference numeral 47 indicates a ground structure made of crushed stones and the like constructed on the ground. It is constructed on the basis.

  According to the present invention, after the bottom plate 20 is attached to the steel sheet pile 11 using the suspension member 25, the auxiliary member 38 is attached to a necessary portion to close the gap, and the cap concrete block 15 is installed. Ends. After that, all the work is almost completed simply by filling the filling space 19 surrounded by the cap concrete block 15 with the hardener 46. Thus, according to the present invention, the installation work of the cap concrete block 15 on the steel sheet pile wall 11 can be performed very efficiently. In particular, according to the apparatus and method of the present invention, the work quality is kept high and the work time is short.

It is an isometric view explanatory drawing which shows an example of the cap concrete block constructed by the construction apparatus and construction method which concern on this invention. It is plane explanatory drawing which shows the construction state by the apparatus same as the above. The bottom plate in the same as above is shown. A is a plan view, B is a front view with respect to A, and C is a sectional view taken along line IIIC-IIIC of A. FIG. Similarly, another example of the bottom plate is shown, in which A is an explanatory plan view and B is an explanatory front view. It is sectional explanatory drawing which shows the state which has arrange | positioned the cap concrete block to the steel sheet pile using the construction apparatus which concerns on this invention. It is a section explanatory view showing a suspension member used for the present invention. Similarly, it relates to a member used in the present invention, A is a support plate, B is a cap-side fixing plate, and C is an explanatory view showing an auxiliary member. It is a section explanatory view showing a height adjustment type support similarly. It is a section explanatory view showing other examples of a height adjustment type support similarly. It is sectional drawing which shows the state after hardening material filling in this invention. The modification of the construction state by the apparatus of this invention is shown, A is a plane explanatory drawing, B is the side view seen from the outside of an auxiliary member.

DESCRIPTION OF SYMBOLS 10 Construction device of cap concrete block 11 Steel sheet pile 12 Concavity and convexity 13 Upper end 14 Opening 15 Cap cap concrete block 16 Upper surface 17, 18 Side surface 19 Filling space 20 Bottom plate, 20-1, 20-2, 20-3 Bottom plate member 21 Slit 22 Engagement Stop part 23 Suspension source 24 Suspension tool 25 Suspension member 26 Suspension rod 27a, 27b, 28 Nut 29, 39 Contact piece 30 Support plate 31 Notch part 32 Notch part 33 Vertical piece part, 34 Horizontal piece part 35 Cap side fixing plate 36, 37 Reinforcing means 38 Auxiliary member 40 Height-adjustable support 41 Ground treatment structure 42 Female thread cylinder 43 Spanner hanger 44 Stopper 45 Contact piece 46 Hardening material 47 Ground structure

Claims (2)

It is a method for installing a cap concrete block on the upper end of a steel sheet pile,
In order to partition between the steel sheet pile and the one side inner surface of the concrete block, a bottom plate is suspended by using a suspension member at the upper end of the steel sheet pile, and a support plate is attached to the suspension member, Having a slit to be fitted to the support plate, the slit and the support plate being fitted and attached along the steel sheet pile,
In order to eliminate the gap generated between the inner surface of one side and the bottom plate when placing the cap concrete block using the height adjusting means at the upper end of the steel sheet pile, the above one side A step of closing the gap using a cap-side fixing plate fixed to the inner surface;
Filling the space surrounded by the bottom plate attached along the steel sheet pile and the one side inner surface of the concrete block, the top surface, the other side inner surface and the other side ground with a hardener,
The construction method of the shade concrete block characterized by going through. In order to eliminate the gap generated between the inner surface of the one side and the bottom plate when placing the cap concrete block, in the step of closing the gap using the cap side fixing plate fixed to the one side inner surface, the bottom plate and the cap The method for constructing a shaded concrete block according to claim 1, wherein a gap that cannot be covered by the side fixing plate is closed by an auxiliary member.

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