JP2007126906A - Vacuum consolidation improving method of permeable layer mixture soft ground - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a vacuum consolidation improving method having high reliability capable of being always and completely made to cut off water supply from a permeable layer of a soft ground wherein the permeable layer is mixed. <P>SOLUTION: In the case the vacuum consolidation of the permeable layer mixture soft ground having soft clay layers 1 of both up and down of the permeable layer 2 located in an intermediate height position in the direction of the depth is improved, the permeable layer 2 is vertically penetrated, a permeable layer water pipe 5 having a length which does not suck water in the permeable layer 2 and a drain material 4 for sucking the water in the soft clay layer 1 are communicated with each other, a compound insertion material 3 connected to a length corresponding to the distribution in the vertical direction of the soft clay layer 1 and the permeable layer 2 is carried in a construction site, the permeable layer water pipe 5 is inserted into the depth vertically penetrating the permeable layer 2, and the inside is decompressed by a decompression means. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention improves the vacuum consolidation of a soft ground mixed with a water permeable layer that is consolidated by inserting a drain material in a vertical direction into a ground having a water permeable layer such as a sandy layer at an intermediate depth position, and depressurizing the inside of the drain material. Concerning construction method.

  Conventionally, a soft ground improvement method (hereinafter referred to as a vacuum consolidation method) by vacuum consolidation, also called an atmospheric pressure method, is known. This is achieved by placing a large number of drainable materials in the vertical direction in soft clayey ground with a high water content, such as landfills with dredged soil, and reducing the pressure in the soft ground through the drain material. It promotes consolidation settlement due to atmospheric pressure, and drains water in the ground through drain material.

  In such a vacuum consolidation method, the ground is depressurized through the drain material. Therefore, if a permeable layer such as a sandy layer exists in the ground to be improved, the permeable layer becomes a groundwater vein, which becomes the drain material. The problem arises that it is not possible to depressurize the soft ground that flows into the ground and tries to improve it.

Conventionally, in order to solve this problem, the position of the permeable layer existing in the soft ground is confirmed by a preliminary survey, and the drain material placed vertically is at a height position corresponding to the permeable layer. In addition, a method has been developed in which water-impermeable material is fixed by winding or application, and when the pressure inside the drain material is reduced, water is not sucked from the water-permeable layer in the soft ground (e.g., patent document). 1).
Japanese Patent No. 3690475

  However, in the method of winding or applying a water-impermeable material around the periphery of the drain material placed in the vertical direction, when inserting the drain material into the mandrel of the drain material placing machine, it is inserted into the soil together with the mandrel. After that, when the drain material is left in the soil and the mandrel is pulled up, the water-impermeable material is damaged, the water-impermeable property is impaired, and sufficient vacuum consolidation may not be performed.

  In view of such a conventional problem, the present invention was made for the purpose of providing a highly reliable vacuum consolidation improvement method capable of always completely shutting off water supply from a water-permeable layer of soft ground in which water-permeable layers are mixed. Is.

The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended object is that there is one or more permeable layers at intermediate height positions in the depth direction. In improving vacuum consolidation of soft ground mixed with permeable layers with soft clay layers above and below the layers,
A water-permeable pipe for a water-permeable layer having a length that penetrates the water-permeable layer vertically and does not suck water in the water-permeable layer and a drain material having water permeability for sucking water in the soft clay layer are mutually connected. The composite insertion material connected to the length corresponding to the vertical distribution of the soft clay layer and the water permeable layer is brought into the construction site, and the water permeable composite water insertion pipe is connected to the water-permeable composite water insertion pipe. The drainage layer is inserted to a depth penetrating vertically, and the inside of the drain material is communicated with a decompression means to decompress the inside thereof.

  According to a second aspect of the present invention, in addition to the structure of the first aspect, the composite insertion member is provided with a water passage pipe for communication with a decompression means at the upper end of the uppermost drain member, By connecting a pressure reducing means communicating water pipe to the lowermost drain material lower end of another composite insert, a number of composite inserts are connected in a single state and carried to the construction site. Thus, the composite inserts are sequentially drawn out and inserted into the permeable layer mixed soft ground.

  According to a third aspect of the present invention, in addition to the structure of the first or second aspect, the drain material and each water pipe are connected to an impermeable cap fitted to the end of the drain material. The purpose is to connect the water pipe to the end portion so as to communicate with the inside of the cap.

  According to a fourth aspect of the present invention, in addition to the configuration of the third aspect, a tensile strength reinforcing material for preventing the gap between the caps from extending between the caps respectively connected to both ends of the water flow pipe. Is to intervene.

  According to a fifth aspect of the present invention, in addition to the configuration of the fourth aspect, the tensile strength reinforcing material is a strip-like fiber-reinforced synthetic resin tape.

  In the present invention, when improving the vacuum consolidation of a permeable layer mixed soft ground having a permeable layer at an intermediate depth position, a permeable pipe that does not suck water in the permeable layer is penetrated at the permeable layer position, and drains are provided above and below it. By connecting the materials, the reliability of the barrier property to the water permeable layer is increased as compared with the prior art, and the vacuum consolidation improvement to the soft ground mixed with the water permeable layer is more reliably performed (Claim 1).

  In the present invention, the composite insertion member is provided with a pressure reducing means communicating water pipe connected to the upper end of the uppermost drain material, and the pressure reducing means communicating water pipe is connected to another composite inserting material. By connecting to the lower end of the drain material at the bottom, a large number of composite inserts are connected to the construction site and carried to the construction site. By inserting it into the ground, the ground improvement site allows the composite insertion material to continue to the drain material placing device and separates it at the end of each placement, enabling the next placement. A conventional drain material placing device can be used as it is (Claim 2).

  Further, according to the present invention, the connection of the drain material and each water pipe is made to communicate with the inside of the cap at the end of the water-impermeable cap fitted to the end of the drain material. As a result, the connecting operation is facilitated and the communication between the water pipe and the drain material is ensured (claim 3).

  Further, according to the present invention, the tensile strength required at the time of placing is increased by interposing a tensile strength reinforcing material for preventing the gap between the caps from extending between the caps respectively connected to both ends of the water flow pipe. It can be handled by a reinforcing material, a flexible water pipe can be used, and handling of a composite insertion material in which a large number are connected to one is facilitated (Claim 4). The tensile strength reinforcing material can be easily fixed to the cap at the end by using a fiber-reinforced synthetic resin tape having a strip shape.

  Next, embodiments of the present invention will be described with reference to the drawings.

  1 and 2 show a state in which a water-permeable composite insertion material is inserted into a soft ground and communicated with a decompression means in the method of the present invention. In the drawings, reference numeral 1 is formed by landfill, for example, with clay. It is a soft clay layer, and a water permeable layer 2 made of sand or the like exists between intermediate depth positions, that is, between the upper and lower soft clay layers 1, 1. Reference numeral 3 denotes a composite insertion material composed of a drain material and water pipes inserted at regular intervals in a soft ground to be improved in which a water-permeable layer is mixed between soft clay layers.

  The composite insert 3 has upper and lower drain members 4, 4 and a water-permeable layer water-permeable pipe 5 interposed therebetween, and the water-permeable layer water-permeable pipe 5 penetrates the water-permeable layer 2 vertically. The upper and lower drain members 4 and 4 are inserted into the upper and lower soft clay layers 1 of the water-permeable layer 2. The water-permeable-layer water passage pipe 5 has a length necessary for preventing the water in the water-permeable layer 2 from being sucked by the upper and lower drain members 4, 4, for example, the upper and lower ends are about 1 m above and below the water-permeable layer 2. The length set in the soft clay layers 1 and 1 is used.

  Further, a pressure reducing means communicating water pipe 6 is connected to the upper end of the uppermost drain material, and the other end is connected to a water collecting pipe 8 communicating with the pressure reducing means 7 (shown in FIG. 2). Further, the upper end of the uppermost drain material 4 is inserted to a depth necessary not to suck water or air from the upper surface of the soft clay layer 1, for example, to a depth of about 1 m from the soft ground surface.

  In this way, a large number of composite inserts 3 are inserted into the ground, and each is connected to the water collecting pipe 8 and suctioned by the decompression means 7 comprising a vacuum pump, thereby improving the ground. I am doing so.

  The water flow pipes 5 and 6 and the drain material 4 in the water flow composite insertion material 3 used in this construction method are connected via a water-impermeable cap 10. As shown in FIGS. 3 and 4, the cap 10 has a bottomed rectangular tube-like body portion 11 into which an end portion of the drain material 4 is fitted, and is projected from the top plate of the body portion 10 so as to communicate with the inside of the body portion. It is comprised from the cylindrical pipe joint part 12 made to make it, and the whole is integrally molded with the soft synthetic resin.

  The end of the drain material 4 is inserted into the cap main body 11 of the cap 10 from the opening, and each drainage water pipe 5 or 6 is fitted to the pipe joint portion 12, whereby the drain material 4 and each drainage pipe 5 are fitted. Or 6 is connected in a communication state.

  The cap body 11 and the drain material 4 are fixed by hitting a U-shaped fitting from outside the cap body to prevent the drain material 4 from coming off and taping the outside thereof. Moreover, the pipe joint part 12 and the water flow pipe 5 or 6 are prevented from coming off by taping and have water-proofing properties. The cap main body 11 and the drain material 4 may be joined by other methods such as using an adhesive in addition to the above.

  As the drain material 4, for example, a plastic board drain is used. The drain material 4 is configured by adhering a water-permeable covering material 4b made of a nonwoven fabric on both surfaces of a core material 4a having a corrugated cross section. In addition, as the drain material 2, a vertical drain material having a hollow or porous water passage formed therein, such as a chemical drain made of a synthetic resin fiber porous material, and having a shape retaining property in itself can be used. . As the water flow pipes 5 and 6, flexible synthetic resin pipes having a pressure-resistant reinforcement in which a spiral reinforcing wire within the thickness of a flexible synthetic resin hose is embedded are used.

  Tensile strength reinforcements 15 and 15 are fixed between the caps 10 and 10 at both ends of each water flow pipe 5 or 6. This is because when a tensile force in the direction of extending the water pipe is applied to the caps 10, 10 at both ends of the water pipe 4, that is, when an external force in the direction of extending the composite insert 3 is applied, the water pipe is replaced. To counter the tensile force.

  As the tensile strength reinforcing material 15, a belt-like fiber reinforced synthetic resin tape is used, and its end is fixed to the cap body 11 using a fixture such as a U-shaped metal fitting. They are connected by taping the outside. In addition to the above, the tensile strength reinforcing material 15 and the cap body may be fixed by adhesion or welding with an adhesive.

  When using the composite insert 3 described above, the geological structure of the ground to be improved is investigated by poling or the like, and the drain material 4 and the water permeable material are adjusted to the length corresponding to the thickness of the soft clay layer 1 and the water permeable layer 2. The water pipe 5 for layers is cut | disconnected and these are connected using the cap 10 and the tensile strength reinforcement 15 as shown in FIG. 3, FIG. Further, the water pressure pipe 6 for communicating the decompression means having a necessary length is connected to the upper end of the uppermost drain member 4 by using the cap 10 in this way, thereby forming one composite insert 3.

  At the same time, as shown in FIG. 5, a large number of composite inserts 3, 3... Are connected to form a single state, which is wound into a roll and carried to the construction site. As shown in FIG. 5, the composite materials 3 and 3 are connected to each other by connecting the other end of the pressure reducing means communicating water pipe 6 at the upper end of one composite insert 3 to the lowermost drain of another composite insert 3. The lower end of the material 4 is connected to the lower end of the material 4 through the cap 10 in the same manner as described above, and the tensile strength tensile reinforcing material 15 is connected between the caps 10 and 10 at the upper and lower ends of the pressure reducing means communicating water pipe 6.

  For inserting the composite insert 3 into the soft ground, a vertical drain material placing device that has been conventionally used is used. In this apparatus, as shown in FIG. 6, a guide column 21 is erected on a self-propelled carriage 20, and a mandrel 22 is forcibly moved up and down along the column. On the carriage 20, a large number of composite inserts 3 connected in a single state and wound in a roll shape are mounted so as to be able to be sequentially fed out, and the tip is pulled out and passed from the upper end of the mandrel 22 into the interior to be driven. The lower end of the drain material at the bottom of the composite insert 3 is protruded from the lower end of the mandrel 22, and the anchor 23 is fixed thereto.

  After the mandrel 22 is inserted to a predetermined depth in the soft ground in this state, only the mandrel 22 is lifted and pulled out from the soft ground with the internal composite insert 3 left in the soft ground. As a result, the water supply pipe 6 for communicating with the pressure reducing means at the upper end of the composite insertion material that has been placed is projected on the ground surface at the lower end of the mandrel 22 in this state.

  In this state, the lowermost drain material 4 of the composite insert 3 to be placed next in the mandrel 22 and the cap 10 at the lower end thereof are separated. This separation is performed by cutting the drain material 4 at a position on the heel of the cap 10 (a-a line position in FIG. 5). Thereafter, the cap 10 is cut off by cutting the position of the upper end portion of the pressure reducing means communicating water pipe 6 (the position bb in FIG. 5).

  After the placement of one composite insert 3 in this manner is completed, the anchor 23 is fixed to the lower end of the lowermost drain material of the next composite insert in the mandrel 22 in the same manner as described above, and the next composite insert Perform the work of placing the material on the ground.

  In this way, the placement and cutting of the composite insert is repeated in sequence, and a number of composite inserts 3 and 3 are placed in the soft ground as shown in FIG. 6... The tip is connected to a water collecting pipe 8 leading to the pressure reducing means 7. Thereafter, the inside of each composite insert 3 is depressurized through the water collecting pipe 8 by the decompression means 7 to perform vacuum consolidation of the soft ground.

  In the above example, the case where one permeable layer is present in the ground in the soft ground to be improved is shown. However, the present invention is applied to a soft ground having a plurality of permeable layers. In such a case, a composite insertion material in which water permeation pipes corresponding to the number of the water permeation layers are assembled corresponding to the number of water permeation layers and the distribution in the depth direction is used.

  In the above example, a vertical drain material placement device that can run on land is used. However, the ground is improved such that there is water or a fluid mud layer close to this on the surface, such as ultra-soft ground. For this, a vertical drain material placing device using a towed or self-propelled trolley is used.

  In the above example, the case where the end of the tensile strength reinforcing material 15 is fixed to the cap main body 11 is shown, but in addition, the end of the tensile strength reinforcing material 15 is fixed to the pipe joint 12 of the cap 10 as shown in FIG. Also good. That is, as shown in the drawing, the tensile strength reinforcing material 15 is passed along the water pipe 5 or 6, and both ends thereof are fixed by being tightened together with the water pipe by the winding fastener 16 on the outside of the pipe joint portion 12. In addition, various methods can be used for the arrangement and fixing of the tensile strength reinforcing material. Furthermore, the tensile strength reinforcing material may be an elongated material having tensile strength, such as a wire or other wire material, in addition to the tape described above.

  Although not shown in the drawing, the joint portion between the cap 10 and the drain member 4 and the water pipe 5 or 6 is wound with a watertight adhesive tape around its outer periphery so that the joint portion is maintained watertight. Anyway.

It is an example of implementation of the method of the present invention, and is a cross-sectional view showing the insertion of the composite insert and the water collecting pipe connection state. It is a top view which shows an example of arrangement | positioning of a composite insertion material same as the above and a water collection pipe. It is a perspective view of the water flow pipe connection part of the composite insertion material used for this invention. It is a longitudinal cross-sectional view of a cap part same as the above. It is a front view of the state which connected the plurality of composite insertion materials used for the present invention. It is sectional drawing which shows the placement state using the vertical drain material placement apparatus of the composite insertion material in this invention. It is sectional drawing which shows the other example of the tensile strength reinforcing material attachment structure in the composite insertion material used for this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Soft clay layer 2 Water permeable layer 3 Composite insert material 4 Drain material 4a Core material 4b Water permeable coating material 5 Water permeable layer water pipe 6 Pressure reducing means communication water pipe 7 Pressure reducing means 8 Water collecting pipe 10 Cap 11 Body portion 12 Pipe Joint part 15 Tensile strength reinforcement 16 Winding fastener 20 Bogie 21 Guide post 22 Mandrel 23 Anchor

Claims (5)

In the vacuum consolidation improvement of the permeable layer mixed soft ground having one or more permeable layers at the intermediate height position in the depth direction and having a soft clay layer above and below the permeable layer,
A water-permeable pipe for a water-permeable layer having a length that penetrates the water-permeable layer vertically and does not suck water in the water-permeable layer and a drain material having water permeability for sucking water in the soft clay layer are mutually connected. The composite insertion material connected to the length corresponding to the vertical distribution of the soft clay layer and the water permeable layer is brought into the construction site, and the water permeable composite water insertion pipe is connected to the water-permeable composite water insertion pipe. A vacuum consolidation improvement method for a water-permeable layer mixed soft ground, characterized in that the water-permeable layer is inserted to a depth penetrating vertically and the inside of the drain material is communicated with a decompression means to decompress the inside thereof.   The composite insertion material is provided with a water passage pipe for communication with a decompression means communicating with the upper end of the uppermost drain material, and the water supply pipe for communication with the pressure reduction means is provided at the lower end of the drain material at the bottom of another composite insertion material. A plurality of composite inserts are connected in a single state and carried into a construction site, and are sequentially drawn out by a drain material placing device to insert each composite insert into a permeable layer mixed soft ground. The vacuum consolidation improvement method of the water-permeable mixed mixed soft ground according to 1.   The drain material and each water pipe are connected by connecting the water pipe to the end of a water-impermeable cap fitted to the end of the drain material in communication with the inside of the cap. Or the vacuum compaction improvement construction method of the water-permeable layer mixed soft ground of 2.   The vacuum consolidation improvement method of the water-permeable layer mixed soft ground according to claim 3, wherein a tensile strength reinforcing material for preventing extension of the interval between the caps is interposed between caps respectively connected to both ends of the water flow pipe.   The vacuum consolidation improving method for a soft ground mixed with a water permeable layer according to claim 4, wherein the tensile strength reinforcing material is a fiber-reinforced synthetic resin tape having a band shape.

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