JP2010261237A - Method of strengthening water area structure foundation - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of strengthening a water area structure foundation, strengthening easily a rubble mound constructed as a revetment in a short term of works. <P>SOLUTION: A plastic gel grout material A is injected into a water area side of the rubble mound 1 comprising sand, gravel and crushed stones, and one parts of the sand, gravel and crushed stones in the water area side of the rubble mound 1 are thereby solidified integrally with the plastic gel grout material A, to construct a continuous wall 2 with a prescribed thickness. The continuous wall 2 is constructed by partitioning the rubble mound 1 lattice-likely, when the rubble mound 1 is constructed over a wide range. The sand, gravel and crushed stones of the continuous wall 2 are integrally solidified together with a plastic grout material B, by injecting the plastic gel grout or mortal material B into an inner side (land side) of the continuous wall 2. An injection tube 3 is used for the injection of the plastic gel grout material A, and an injection tube 4 is used for the injection of the plastic gel grout material B. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

  The present invention relates to a method for strengthening the foundation of aquatic structures consisting of riversides, lakes, seas, etc., and rubble mounds constructed in these waters. It is applied to seismic reinforcement of aquatic structure foundations such as rubble mounds built as a foundation for structures such as breakwaters or piers.

  Bank protection works such as embankments built in contact with rivers and lakes are created to prevent disasters caused by river flooding and flooding, and to protect and reinforce river banks and lake shores from erosion and sediment loss.

  On the coast, breakwaters such as jetties and offshore dikes will be constructed to prevent waves from the open ocean, keep the harbor interior calm, protect the land from tsunami, and prevent coastal erosion.

  These structures need to be constructed so that they will not be easily washed away due to river flooding or flooding, and will not be easily eroded, and will have a bearing capacity that will not cause sliding and falling against external forces such as waves. It is necessary to construct on the ground which has and has a hard to be eroded easily.

  Conventionally, as a revetment for rivers and lakes, a method of covering with a rubble mound made of gravel or crushed stone is widely used as the simplest method.

  Structures such as breakwaters are generally constructed by building a rubble mound as a foundation by laminating sand, gravel, crushed stone, etc. on the sea floor, and then installing a dam body made of concrete caisson or cast-in-place concrete on it. Has been.

JP 2007-239443 A JP 2008-19562 A

  However, the method of covering river banks and lake shores with a rubble mound made of crushed stones, etc., was easily destroyed during an earthquake and could be lost due to increased water.

  Therefore, it is considered to put a sheet pile into the rubble mound, and to put mortar and concrete inside (land side) to integrate the rubble mound, but the sheet pile is driven into the rubble mound made of gravel and powder. It was extremely difficult.

  Even if a structure such as a breakwater is built on a foundation that has sufficient support for external forces such as waves, the foundation loses support due to liquefaction during an earthquake, and the foundation There was a risk that the dam body would sink and tilt with the foundation, tilt or break.

  Therefore, it is also considered to inject mortar and concrete into the rubble mound to integrate the rubble mound, but the mortar and concrete immediately after injection are easy to separate and may be washed away by waves and washed away. The integration of rubble mounds was difficult with ordinary concrete work.

  The present invention has been made to solve the above-mentioned problems, and easily and quickly reinforces a rubble mound created as a seawall such as a river and a rubble mound created as a foundation for a breakwater. It aims at providing the strengthening method of the water structure foundation which enabled this.

  The present invention relates to a rubble mound built as a bank revetment such as a dike at the edge of a river, lake or sea, or a reinforcement of a rubble mound built as a foundation such as a breakwater or a bridge pier in these water areas. It is possible to carry out easily and in a short period of time by injection.

  The plastic gel grout material used in the present invention has plasticity and fluidity, and does not flow (deform) unless force is applied, but it flows (deforms) when force is applied and has caking property, after flowing. Has the property of solidifying over time.

  In addition, plasticity does not cause material separation like cement-type grout materials, and even higher fluidity allows not only limited injection but also long-distance pumping and blending By adjusting the amount, various flow characteristics and consolidation characteristics can be obtained, so that optimum injection can be performed according to the ground conditions. Moreover, it has underwater inseparability (underwater separation resistance) and shows high inseparability even in water. The present invention has been realized by utilizing the characteristics of these plastic gel grout materials.

  A plastic gel grout material is produced by mixing a suspension and a plasticizer. For example, a cement suspension or cement bentonite suspension, or a suspension obtained by adding slaked lime to a slag or fly ash as a curing agent. It is possible to use a mixture of water glass, aluminum salt, clay mineral, polymer material, etc. as a plasticizer in the liquid, and if necessary, aggregate, additive (air generating agent, dispersing agent, retarder, Strength accelerators, thickeners, etc.) may be incorporated.

  In addition, the suspension and the plastic material are liquid A and liquid B, respectively, and the liquid A and the liquid B are merged in the tip of the injection pipe or in the injection pipe or in the liquid supply pipe connected to the injection pipe. It is possible to produce a plastic gel grout material with a small amount of plastic gel, or a plastic gel grout material with a short solidification time after pouring.

  If the plastic gel grout material has a flow value of 10 cm or less and a slump of 5 cm or less, the fluidity is small and the setting time is short. Therefore, the rubble mound can be solidified and integrated in a short time.

  On the other hand, when the flow value is 30 cm or more or the slump value is 26 cm or more, the fluidity is large and the plastic holding time is long, so that it can be injected over a considerably wide range, and a wide range of rubble mounds can be integrated. .

  The method for strengthening a water structure foundation according to claim 1 is a method for strengthening a rubble mound composed of sand, gravel and crushed stone formed at the water's edge, and injecting a plastic gel grout material into the rubble mound to form sand, gravel and crushed stone. Are solidified together with the plastic grout material.

  The present invention is a method for strengthening a rubble mound built as a revetment on the shores of rivers and lakes, and by solidifying the rubble mound's sand, gravel and crushed stone together with a plastic gel grout material, Loss due to destruction or increased water can be prevented.

  When injecting the plastic gel grout material, the grout material may be injected evenly throughout the rubble mound, but in particular, the continuous wall that forms the mold by injecting the plastic gel grout material with a short plastic holding time into the water area. If a plastic gel grout material with a long plastic holding time is injected into the inside (land side) later, the grout material injected later can be injected to every corner of the rubble mound, ensuring a wide range of rubble mounds. Can be solidified. Also, mortar or concrete can be injected instead of the grout material to be injected later.

  The method for strengthening a water structure foundation according to claim 2 is a method of strengthening a rubble mound made of sand, gravel, or crushed stone formed at the waterside or in the water area, by injecting a plastic gel grout material on the water area side of the rubble mound. , By partially solidifying sand, gravel and crushed stone on the water side of the rubble mound together with the plastic grout material to form a continuous wall, and by injecting the plastic gel grout material or mortar inside the continuous wall, And a step of solidifying the sand, gravel, and crushed stone inside the continuous wall together with the plastic grout material or mortar.

  The present invention is a method for strengthening a rubble mound built as a foundation for a breakwater or a bridge pier constructed at the edge of a river, lake or sea, especially in a water area. There is no need for a frame, and even without a formwork, there is no loss of grout material, and the rubble mound formed as a foundation can be easily strengthened by injection of plastic gel grout material.

  When injecting the plastic gel grout material, in particular, the plastic gel grout material with a short plastic holding time is injected into the water side to form a continuous wall that becomes a mold, and the plastic shape with a long plastic holding time later is formed inside it. If the gel grout material is injected, the grout material to be injected later can be injected to every corner of the rubble mound, and a wide range of rubble mounds can be solidified reliably. Also, mortar or concrete can be injected instead of the grout material to be injected later.

  In this case, if a plastic gel grout material having a flow value of 10 cm or less and a slump of 5 cm or less is injected on the side of the rubble mound that is in contact with water, the grouting material in the range of the child has low fluidity and a short consolidation time. The mound can be solidified in a short time, and a continuous wall that becomes a mold can be formed in a short time.

  In addition, if a grout material having a flow value of 30 cm or more or a slump value of 26 cm or more is injected inside the continuous wall, the grout material in this range has high fluidity and has a long plastic holding time, so that it is injected later. The grout material can be poured into every corner of the rubble mound, and a wide range of rubble mounds can be solidified reliably.

  Also, mortar or concrete can be injected instead of the grout material to be injected later.

  It can be injected over a fairly wide range, and a wide range of rubble mounds can be integrated.

  The method for reinforcing a foundation for an aquatic structure according to claim 3 is the method for reinforcing a foundation for an aquatic structure according to claim 2, wherein the plastic gel grout material for forming the continuous wall is sand, gravel of rubble mound in the continuous wall. The plastic holding time is shorter than that of a plastic gel grout material or mortar for solidifying crushed stone.

  According to the present invention, a plastic gel grout material is injected into a rubble mound built as a revetment on the riverbank, lake shore, etc., or a rubble mound built as a foundation of a structure such as a dike at the shore or water area of the sea or river. Can be strengthened easily and in a short period of time.

It is a longitudinal cross-sectional view which shows the rubble mound constructed | assembled as a revetment construction which protects a river bank, a lake shore, or the shore, and its reinforcement | strengthening method. It is a longitudinal cross-sectional view which shows the rubble mound formed in the whole surface of the sheet pile revetment which protects a river bank, a lake shore, or the shore, and its reinforcement | strengthening method. A rubble mound constructed as a foundation of a dike on a river, a lake shore or a coast and its strengthening method are shown, (a) is a longitudinal sectional view, and (b) is a plan view. A rubble mound constructed as a foundation of a breakwater in a river, lake shore or coastal water area and its strengthening method are shown, (a) is a longitudinal sectional view, and (b) is a plan view.

  Figures 1 and 2 show a rubble mound built as a revetment that protects riverbanks, lake shores, and coasts from erosion, etc., and its strengthening method. Rubble mound 1 prescribes sand, gravel, and crushed stones at the edge of rivers, etc. It is constructed by laminating to a thickness of.

  In order to strengthen the rubble mound 1, first, the plastic gel grout material A is injected into the water area side of the rubble mound 1 to form a continuous wall 2 serving as a mold with a predetermined thickness. The continuous wall 2 is continuously formed along the river.

  An injection tube 3 is used for injection of the plastic gel grout material A. The injection pipe 3 is inserted into the rubble mound 1 and its tip reaches the riverbank ground. Then, the injection tube 3 is gradually pulled up while discharging the plastic gel grout material A into the mound 1. Moreover, the injection is performed at predetermined intervals along the river.

  If it does so, the continuous wall 2 which will solidify part sand, gravel, and crushed stone of the waterside side of the rubble mound 1 with the plastic gel grout material A will be formed. When the rubble mound 1 is formed over a considerably wide range, the continuous wall 2 may be formed by partitioning the rubble mound 1 in a lattice shape.

  Next, the plastic gel grout material B is injected into the rubble mound 1 on the inner side (land side) of the continuous wall 2. The injection of the plastic gel grout material B is performed by the same method as the grout material A using the injection tube 4.

  That is, the injection pipe 4 is inserted into the rubble mound 1 and its tip reaches the riverbank ground. Then, the injection tube 4 is gradually pulled up while discharging the plastic gel grout material B into the mound 1. Injection is performed at predetermined intervals.

  Then, the sand, gravel, and crushed stone of the rubble mound 1 in the continuous wall 2 can be solidified together with the plastic gel grout material B to strengthen the rubble mound 1, thereby eroding the riverbank and causing sediment loss due to increased water. Etc. can be prevented.

  In addition, by using a grout material having a plastic holding time longer than that of the plastic gel grout material A as the plastic gel grout material B, the grout material A is injected into every corner of the rubble mound 1 and the entire rubble mound 1 is solidified surely. And can be integrated. Moreover, mortar, concrete, etc. can be utilized instead of the plastic gel grout material B. In FIG. 2, the code | symbol 7 is a bank protection work which consists of a steel sheet pile or PC sheet pile.

  FIGS. 3 (a) and 3 (b) show a rubble mound built as a foundation of a dike on the coast and a strengthening method thereof. In the figure, reference numeral 5 is a rubble mound built as a foundation of a dike.

  The rubble mound 5 is formed by laminating sand, gravel, and crushed stone in a predetermined thickness on the coast. Reference numeral 6 denotes a bank body constructed by cast-in-place concrete or RC structure caisson on the rubble mound 5.

  In order to strengthen the rubble mound 5, first, the plastic gel grout material A is injected into the sea area side of the rubble mound 5 to form the continuous wall 2 serving as a mold with a predetermined thickness. The continuous wall 2 is continuously formed in a frame shape along the coast.

  An injection tube 3 is used for injection of the plastic gel grout material A. The injection tube 3 is inserted into the rubble mound 5 and its tip reaches the coastal ground. Then, the injection tube 3 is gradually pulled up while discharging the plastic gel grout material A into the rubble mound 5. Injections are made at regular intervals along the coast.

  If it does so, the continuous wall 2 used as a formwork will be formed by solidifying the partial sand, gravel, and crushed stone of the rubble mound 5 with the plastic gel grout material A. In addition, when the rubble mound 5 is formed over a considerably wide range, the continuous wall 2 may be formed in a lattice shape.

  Next, the plastic gel grout material B is injected into the rubble mound 5 on the inner side (land side) of the continuous wall 2. The injection of the plastic gel grout material B is performed by the same method as the grout material A using the injection tube 4. That is, the injection tube 4 is inserted into the rubble mound 1 and its tip reaches the ground. Then, the injection tube 4 is gradually pulled up while discharging the plastic gel grout material B into the mound 5. Injection is performed at predetermined intervals.

  Then, the sand, gravel, and crushed stone of the rubble mound 5 in the continuous wall 2 can be solidified integrally with the plastic gel grout material B to strengthen the rubble mound 5, thereby liquefaction of the rubble mound during the earthquake. Settling can be prevented.

  In place of the plastic gel grout material B, mortar or concrete may be used.

  4 (a) and 4 (b) show a rubble mound built as a foundation for a breakwater in the coastal sea area and a strengthening method thereof. In the figure, reference numeral 5 denotes a rubble mound built as a foundation for a breakwater.

  The rubble mound 5 is formed by laminating sand, gravel, and crushed stone to a predetermined thickness on the seabed. Reference numeral 6 denotes a bank body constructed by cast-in-place concrete or RC structure caisson on the rubble mound 5.

  In order to strengthen the rubble mound 5, first, the plastic gel grout material A is injected into the outer peripheral portion of the rubble mound 5 to form the continuous wall 2 serving as a mold with a predetermined thickness. The continuous wall 2 is continuously formed so as to surround the bank body 6 along the outer periphery of the rubble mound 5.

  An injection tube 3 is used for injection of the plastic gel grout material A. The injection tube 3 is inserted into the rubble mound 5, and the tip of the injection tube 3 reaches the ground of the seabed. Then, the injection tube 3 is gradually pulled up while discharging the plastic gel grout material A into the rubble mound 5. The injection is performed at predetermined intervals in the circumferential direction of the rubble mound 5.

  If it does so, the continuous wall 2 used as a formwork will be formed by solidifying some sand, gravel, and crushed stone of the outer peripheral part of the rubble mound 5 with the plastic gel grout material A. In addition, when the rubble mound 5 is formed over a considerably wide range, the continuous wall 2 may be formed in a lattice shape.

  Next, the plastic gel grout material B is injected into the rubble mound 5 inside the continuous wall 2. The injection of the plastic gel grout material B is performed by the same method as the grout material A using the injection tube 4. That is, the injection tube 4 is inserted into the rubble mound 5 and its tip reaches the ground on the seabed. Then, the injection tube 4 is gradually pulled up while discharging the plastic gel grout material B into the rubble mound 5. Injection is performed at predetermined intervals.

  Then, the sand, gravel, and crushed stone of the rubble mound 5 in the continuous wall 2 can be solidified together with the plastic gel grout material B to strengthen the rubble mound 5, so that the rubble mound 5 can be liquefied during an earthquake. Settling can be prevented.

  INDUSTRIAL APPLICABILITY The present invention can easily reinforce a rubble mound created as a revetment or the like in a short construction period.

DESCRIPTION OF SYMBOLS 1 Rubble mound 2 Continuous wall 3 Injection pipe 4 Injection pipe 5 Rubble mound 6 Dike body 7 Revetment made of steel sheet pile or PC sheet pile A Plastic gel grout material B Plastic gel grout material or mortar

Claims (3)

  In a method for strengthening the foundation of aquatic structures such as rubble mounds composed of sand, gravel and crushed stones created at the water's edge, plastic gel grout material is injected into the rubble mounds to solidify the sand, gravel and crushed stone together with the plastic gel grout material. A method for strengthening a water structure foundation, characterized by   In the method for strengthening the foundation of aquatic structures consisting of sand, gravel and crushed stone created at the waterfront or in the water area, by injecting plastic gel grout material into the water area of the rubble mound, partial sand and gravel on the water area side of the rubble mound The process of solidifying the crushed stone together with the plastic grout material to form a continuous wall, and injecting the plastic gel grout material or mortar inside the continuous wall makes the sand, gravel and crushed stone inside the continuous wall plastic A method for strengthening a water structure foundation, comprising a step of solidifying together with a grout material. 3. The method of strengthening an aquatic structure foundation according to claim 2, wherein the plastic gel grout material for forming the continuous wall has a shorter plastic holding time than the plastic gel grout material or mortar for solidifying sand, gravel and crushed stone in the continuous wall. A method for strengthening the foundation of an aquatic structure.

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