JP2009144475A - Revetment retaining wall lease mold construction method, revetment retaining wall by it, and lease mold used for it - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a revetment retaining wall lease mold construction method, a revetment retaining wall by it, and a lease mold used for it which make possible construction of an environmental conservation type revetment retaining wall with high execution efficiency by an economical and labor saving construction method by a lease mold and which can contribute to the invigoration of local contractors and the development of the local industry. <P>SOLUTION: By the revetment retaining wall lease mold construction method, the revetment retaining wall by it, and the lease mold used for it, the leased mold 1 used for blocks having a predetermined shape and dimension is carried into a construction site, then the molds 1 used for blocks are stacked up on top of each other in a required steps, and concrete is poured into it. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a revetment retaining wall lease form method, a revetment retaining wall thereby, and a lease form used therefor, and in particular, a revetment retaining wall lease type that can contribute to the development of local industries as well as activation of local contractors. It relates to the frame construction method, the revetment retaining wall and the lease formwork used for it.

  Conventionally, for example, the following retaining wall blocks are known. In this prior art, in a retaining wall block having an outer wall portion whose front shape is a rectangle, a corner portion of the outer wall portion is cut out by a predetermined thickness from the outer wall surface to a corner portion of the peripheral portion of the outer wall portion. Corners are provided. And when the retaining wall is constructed by stacking a plurality of retaining wall blocks in a valley, a recess that can be used for vegetation or the like is formed at a position where the corner portions of adjacent retaining wall blocks are adjacent to each other. . Concrete is placed and fixed on the back side of the plurality of retaining wall blocks stacked (see, for example, Patent Document 1).

  Further, as another conventional technique, for example, the following concrete revetment retaining wall is known. This conventional technique is to be installed on the spot, and in the concrete retaining wall main body for revetment, a plurality of vertically long cavities are formed from the upper surface to the lower end, and along each cavity, the cavity is formed. Is provided on the front side of the retaining wall body. Each cavity is filled with stones and sand suitable for the inhabiting of organisms such as plants and small animals to harmonize with the surrounding natural environment.

When constructing, in order to form the ready-mixed concrete by tying the circular paper void for forming the cavity and the mold material for forming the slit in the front formwork of the cast-in-place concrete, and forming the slit after the concrete is hardened The mold material is removed to form a cylindrical cavity and a slit (see, for example, Patent Document 2).
JP 2003-27504 A (pages 2 to 3, FIGS. 1 to 3). Japanese Patent No. 3716319 (second page, FIG. 1).

  In the prior art described in Patent Document 1, a plurality of retaining wall blocks are stacked in a valley, and concrete is placed and fixed on the back side thereof. However, stacking many relatively small blocks is not efficient in construction.

  On the other hand, in the prior art described in Patent Document 2, a revetment retaining wall is constructed by assembling a formwork and placing fresh concrete on site.

  Construction efficiency will be improved if a revetment retaining wall is constructed by placing a relatively large block on site. By the way, if local contractors themselves can construct and repair the revetment retaining wall on site, it will be better connected to the economic revitalization of the local industry that the government is currently aiming for.

  Therefore, a technology that should be solved in order to contribute to the development of local industries while revitalizing local contractors and constructing environmentally-friendly revetment retaining walls with a construction method that is economically efficient and labor-saving with lease formwork. The present invention aims to solve this problem.

  The present invention has been proposed in order to achieve the above-mentioned object, and the invention according to claim 1 is that the block formwork having a leased predetermined shape and size is brought into a construction site, and the required number of steps are assembled. Providing a revetment retaining wall leasing formwork method that constructs a revetment retaining wall by placing concrete in a block formwork.

  According to this configuration, a high-function revetment retaining wall is constructed with good economic efficiency by adopting a leased block formwork to provide a stable and safe on-site concrete placement method, and an ecosystem It has high functions for the surrounding landscape.

  The invention according to claim 2 provides a revetment retaining wall leasing formwork method for constructing the revetment retaining wall by repeating assembling for each number of blocks and demolding after concrete hardening as appropriate.

  According to this structure, the block formwork is assembled, for example, about 1 to 3 steps, the concrete is placed, and is demolded after curing and curing. A revetment retaining wall with a predetermined shape and height is constructed by repeating this assembly and demolding.

  The invention according to claim 3 provides a revetment retaining wall leasing formwork method in which the block mold forms a block belonging to a large size for a revetment retaining wall.

  According to this configuration, large concrete blocks are cast and formed at the construction site, so that it is not necessary to transport precast large blocks and use heavy machinery at the site. A wall is built.

  The invention according to claim 4 provides a revetment retaining wall leasing formwork method in which the block formwork is reinforced with a reinforcing material and assembled in a panel system.

  According to this configuration, it is easy to carry in the leased block formwork to the construction site, and the panel block formwork is a reinforcing material such as a reinforcing bar as necessary so that the shape is maintained. Reinforced and assembled.

  According to a fifth aspect of the present invention, an appropriate opening that leads to the cavity secured on the rear side is formed in the surface of the block formed by the block mold, and the locally generated intrusion is formed in the cavity. Providing a revetment wall leasing formwork method that contains earth and sand.

  According to this configuration, an environment-conserving type revetment retaining wall is realized by allowing the locally generated burrowed sand and sand to be contained in the cavity and allowing the native vegetation to flourish from the opening.

  The invention according to claim 6 is a revetment retaining wall lease for adjusting the wall body weight by mixing a member containing concrete in accordance with the soil condition or retaining wall stability condition of the back surface of the revetment retaining wall in the dammed earth and sand. Provide formwork method.

  According to this structure, the retaining wall function, such as a soil stop, is appropriately exhibited by adjusting the weight of the wall body by mixing a member containing concrete in the sandy soil.

  The invention according to claim 7 provides the revetment retaining wall lease formwork method in which the block formwork is leased to a local contractor who constructs the revetment retaining wall.

  According to this structure, the local construction contractor can construct and repair the revetment retaining wall by itself, and the local construction contractor can be activated and contribute to the local industry.

  The invention according to claim 8 is characterized in that the block formwork is returned to the leased lender after the construction of the revetment retaining wall, and the rehabilitation retaining wall lease is used after being repaired at the lender. Provide formwork method.

  According to this configuration, economic efficiency is better achieved when constructing a revetment retaining wall.

  The invention described in claim 9 provides a revetment retaining wall constructed by the revetment retaining wall lease form method of claim 1, 2, 3, 4, 5, 6, 7 or 8.

  According to this configuration, it is constructed with large blocks that are cast and formed on site by lease formwork, and because the hollow generated indwelling sand is built in the field, it has a high revetment function and local A revetment retaining wall that can properly preserve the natural environment is realized.

  The invention according to claim 10 provides a lease form used in the revetment retaining wall lease form method according to claim 1, 2, 3, 4, 5, 6, 7, 8, or 9.

  According to this structure, it is leased to a local construction contractor and a large block can be cast and formed at the site, and it is possible to construct a revetment retaining wall with good construction efficiency as well as economy.

  According to the first aspect of the present invention, a block formwork with a predetermined shape and size leased is carried into a construction site, and concrete is placed in the block formwork assembled in a required number of steps to construct a revetment retaining wall. Since it did in this way, there exists an advantage that the revetment retaining wall can be constructed | assembled with economical efficiency by having set it as the on-site concrete placement system by the leased formwork for blocks.

  In the invention according to claim 2, since the block formwork is appropriately assembled and constructed by repeatedly demolding after hardening the concrete, the revetment retaining wall is constructed and leased and carried to the site. There is an advantage that a revetment retaining wall having a predetermined shape and height can be constructed by repeatedly assembling the block formwork and removing the mold.

  The invention according to claim 3 is that the block formwork is for molding a block belonging to a large size for a revetment retaining wall, so that a large concrete block can be cast and formed at a construction site, There is an advantage that a revetment retaining wall can be constructed efficiently with labor saving.

  In the invention according to claim 4, since the block formwork is reinforced with a reinforcing material and assembled in a panel system, the block formwork can be easily carried to the construction site, and the block Since the formwork is reinforced by the reinforcing material and assembled, there is an advantage that the block formwork by the panel method can be reliably assembled to the required shape.

  According to a fifth aspect of the present invention, an appropriate opening that leads to the cavity secured on the rear side is formed in the surface of the block formed by the block mold, and the locally generated intrusion is formed in the cavity. Since the earth and sand are contained, there is an advantage that the original vegetation can be prospered from the opening, and an environmentally-reserved revetment retaining wall can be realized.

  In the invention described in claim 6, the weight of the wall body is adjusted by mixing a member containing concrete in accordance with the soil condition condition or the retaining wall stability condition of the back surface of the revetment retaining wall in the dammed earth and sand. There is an advantage that the weight of the wall body can be adjusted appropriately and a revetment retaining wall having a sufficient retaining wall function can be obtained.

  The invention according to claim 7 is that the block formwork is leased to a local contractor who constructs the revetment retaining wall, so that the activation of the local contractor contributes to the development of the local industry. There is an advantage that can be.

  In the invention described in claim 8, the block formwork is returned to the leased lender after the construction of the revetment retaining wall, and necessary repairs are made at the lender and reused. The leased block form is provided with the necessary repairs at the lending source and is reused, so that there is an advantage that the economy can be better achieved.

  Since the invention according to claim 9 is a revetment retaining wall constructed by the revetment retaining wall lease formwork method according to claim 1, 2, 3, 4, 5, 6, 7 or 8, an appropriate revetment function There is an advantage that it can realize a revetment retaining wall that can properly protect the local natural environment.

  The invention described in claim 10 is a lease form used in the revetment retaining wall lease form method of claim 1, 2, 3, 4, 5, 6, 7, 8, or 9, so the lease form is Since it can be leased to a local contractor and a large block can be placed and formed at the site, and the necessary repairs are performed at the lending source and reused, it is economical and has good construction efficiency. There is an advantage that it can contribute to the construction of the revetment retaining wall.

  A local contractor aims to construct an environmentally-friendly revetment retaining wall with a construction method that is economical and labor-saving through lease formwork, and to contribute to the development of local industries while revitalizing local contractors. This was realized by bringing a block formwork of a predetermined shape and dimensions leased to the construction site and placing concrete on the block formwork that had been assembled in the required number of steps to construct a revetment retaining wall.

  Hereinafter, the revetment retaining wall lease formwork method according to the embodiment of the present invention, the revetment retaining wall and the lease formwork used therewith will be described in detail with reference to the drawings. 1 is a front view of a revetment retaining wall, FIG. 2 is a plan view showing a state where a block formwork is assembled and concrete is placed and a revetment retaining wall is constructed, and FIG. 3 corresponds to a cross section taken along line XX in FIG. 4 is a side cross-sectional view of the revetment retaining wall corresponding to the cross section along line YY in FIG.

  In FIG. 2, a block formwork (lease formwork) 1 according to the present embodiment is leased from a lender to a local contractor and brought into a construction site, and the contractor himself / herself assembles the necessary number. It is comprised so that the revetment retaining wall 2 as shown in FIG. 1 may be constructed and repaired. The block mold 1 employs a panel method, and is mainly composed of a surface mold 1A, a back mold 1B, and a medium mold 1C.

The surface mold 1A has, for example, a width (d in FIG. 2) of 1 m, a height of about 0.5 m, and a surface area of about 0.5 to 1.0 m ² . A single concrete block 3 (see FIG. 1) belonging to a large size is formed for a revetment retaining wall. A rib-like assembly portion 1a is bent at the lateral edge of the surface mold 1A, and when assembling a plurality of block molds 1 during construction of the revetment retaining wall 2, adjacent surface molds The adjacent surface molds 1A are joined by bringing the rib-like assembly portions 1a in 1A into contact with each other and fixing the rib-like assembly portions 1a in the contact state with bolts or clips (not shown). In addition, an appropriate means for forming an opening 3b (see FIGS. 1 and 4) leading to the environmental cavity 3a is provided at a required portion of the surface mold 1A.

  When assembling a plurality of block molds 1 as well, the back mold 1B is joined to adjacent back molds 1B by fixing means using rib-like assembly parts and bolts or clips similar to the above. . The middle mold 1C is used to secure the cavity 3a on the rear side of the concrete block to be molded.

  Next, construction of the revetment retaining wall 2 using the block form 1 described above will be described. The block mold 1 is carried into the construction site as it is, such as the front mold 1A, the back mold 1B, and the medium mold 1C, and is assembled by a local contractor to perform concrete placement.

  As shown in FIG. 3 and the like, the foundation work 4 is first applied over the required range by tamping of crushed stone or the like at the construction position, and an appropriate mold frame (not shown) is erected thereon to form the foundation concrete 5. . The block mold 1 is assembled on the foundation concrete 5 by, for example, 3 to 10 rows in the horizontal direction and 1 to 3 steps in the vertical direction. In parallel with the assembly work of the plurality of block molds 1, a plurality of reinforcing bars 6 and hoop bars 7 are provided as necessary so that the assembled shape and the concrete shape after placement are maintained appropriately and firmly. Reinforcing with a reinforcing material such as is performed (see FIG. 2).

  After the plurality of block molds 1 are assembled, concrete is placed by a concrete mixer truck (not shown), and the surface mold 1A, the back mold 1B, the middle mold 1C, and the like are demolded after curing and curing. The revetment retaining wall 2 having a predetermined shape and height is constructed by repeatedly assembling and removing the appropriate plurality of block molds 1. At this time, the surface mold 1A can be used as a decorative mold, so that the surface of the revetment retaining wall 2 can be provided with a stone pattern or the like in consideration of the scenery. Moreover, the top end concrete 8 is cast in the top end.

  Depending on the shape, height, etc. of the revetment retaining wall 2 to be constructed, a number of block molds 1 corresponding to the shape and height are assembled at once, and concrete is placed all at once to form the revetment retaining wall 2. Can also be built.

  After the construction of the revetment retaining wall 2, the hollow portion 3 a secured on the rear side of each block 3 is made to contain indwelling earth and sand 9 (see FIG. 4) so that an opening portion is formed as shown in FIG. 5. The local vegetation 10 can be prospered from 3b, and the environmental protection type revetment retaining wall 2 can be realized. In addition, a member containing concrete is mixed in the built-up earth and sand 9 according to the soil condition on the back side of the constructed revetment retaining wall 2 or the retaining wall stability condition, and the weight of the revetment is adjusted by adjusting the wall weight. The retaining wall function such as earth retaining in the wall 2 can be appropriately exhibited.

  As shown in FIG. 3 and FIG. 4 and the like, the intrusion block 3A and the underwater block 3B hitting the intrusion part and the underwater part do not require the stone pattern and the vegetation overgrowth, and have a concrete-only structure. Yes. Thereby, the construction of a stable revetment retaining wall 2 is possible.

  The block formwork 1 leased to a local contractor is returned to the leasing source leased after the construction of the revetment retaining wall 2, and necessary repairs are performed at the lending source for reuse. Thereby, economical efficiency is achieved when the revetment retaining wall 2 is constructed.

  As described above, in the revetment retaining wall leasing formwork method according to the present embodiment, the revetment retaining wall and the leasing formwork used therefor, a large concrete block is placed on site by the leased block formwork 1. The revetment retaining wall 2 can be constructed with good construction efficiency by a construction method that is economical and labor-saving.

  The block formwork 1 was leased to a local contractor, and the local contractor himself constructed and repaired the revetment retaining wall 2, thereby revitalizing the local contractor and developing the local industry. Can contribute.

  Since the block mold 1 is of a panel type, the block mold 1 can be easily carried into the construction site.

  The local protection of the revetment retaining wall 2 can be realized by having the locally generated burrowing sand 9 in the hollow portion 3a of the block 3 and allowing the native vegetation 10 to proliferate from the opening 3b. .

  By mixing the material including concrete according to the soil condition on the back of the revetment retaining wall 2 or the retaining wall stability condition, the weight of the wall can be adjusted appropriately. It can be set as the revetment retaining wall 2 which has a retaining wall function.

  The block mold 1 is returned to the lender after the construction of the revetment retaining wall 2, and necessary repairs are performed at the lender, so that it can be reused.

  The present invention can be variously modified without departing from the spirit of the present invention, and the present invention naturally extends to the modified ones.

The figure shows a revetment retaining wall lease formwork method according to an embodiment of the present invention, a revetment retaining wall and a lease formwork used therefor.
Front view of the revetment retaining wall. The top view which shows the state which assembled the block formwork and laid concrete and built the revetment retaining wall. Side surface sectional drawing of the revetment retaining wall equivalent to the XX line cross section of FIG. Side surface sectional drawing of the revetment retaining wall equivalent to the YY line cross section of FIG. The figure which shows the state which the plant grew from the opening part in a revetment retaining wall.

Explanation of symbols

1 Block formwork (Lease formwork)
2 Revetment Retaining Wall 3 Block 3a Cavity 3b Opening 4 Foundation Work 5 Foundation Concrete 6 Reinforcement 7 Hoop Reinforcement 8 Top End Concrete 9 Incorporated Soil 10 Vegetation

Claims (10)

  A revetment retaining wall is constructed by bringing a block formwork of a predetermined shape and dimensions leased to a construction site and placing concrete on the block formwork that has been assembled in the required number of steps to construct a revetment retaining wall. Lease formwork method.   The revetment retaining wall leasing formwork method according to claim 1, wherein the revetment retaining wall is constructed by repeating assembling for each number of blocks and demolding after concrete hardening as appropriate.   The revetment retaining wall leasing formwork method according to claim 1 or 2, wherein the block formwork forms a large block for revetment retaining walls.   The revetment retaining wall leasing formwork method according to claim 1, 2 or 3, wherein the block formwork is reinforced with a reinforcing material and assembled in a panel system.   An appropriate opening leading to the cavity secured on the rear side is formed in the surface portion of the block formed by the block mold, and the locally generated indwelling earth and sand is contained in the cavity. The revetment retaining wall lease formwork method according to claim 1, 2, 3, or 4.   2. The wall weight is adjusted by mixing a member containing concrete in the intruded earth and sand according to the soil condition or the retaining wall stability condition of the back surface of the revetment retaining wall. , 4 or 5 revetment retaining wall lease formwork method.   The revetment retaining wall leasing formwork method according to claim 1, wherein the block formwork is leased to a local contractor who constructs the revetment retaining wall.   The block formwork is returned to the leased lender after the construction of the revetment retaining wall, and is repaired and reused at the lender. , 4, 5, 6 or 7. Revetment retaining wall lease formwork method.   A revetment retaining wall constructed by the revetment retaining wall lease form method according to claim 1, 2, 3, 4, 5, 6, 7 or 8.   A lease formwork used for the revetment retaining wall lease formwork method according to claim 1, 2, 3, 4, 5, 6, 7, 8, or 9.

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