JP4888293B2 - Earth retaining wall made of parent pile sheet pile, water stop structure of earth retaining wall made of parent pile side sheet pile, construction method of earth retaining wall made of parent pile side sheet pile, and retaining wall of earth retaining wall made of parent pile side sheet pile Water method - Google Patents

Description

  The present invention relates to a retaining wall made of a main pile side sheet pile.

  When constructing a structure underground, after the excavation of the ground to form a cavity, a retaining wall is constructed to prevent the surrounding ground (hereinafter referred to as the back ground) from collapsing. . As the earth retaining wall, a main pile side sheet pile, a soil cement column wall or the like is generally used.

  For example, as shown in Patent Document 1, a main pile horizontal sheet pile is constructed by laying a plurality of horizontal sheet piles in a stacked state in the vertical direction between the flanges of a parent pile made of H-shaped steel placed on the ground. The sheet pile prevents the soil on the back ground from collapsing.

Moreover, as shown in Patent Document 2, the soil cement column wall is a hole in which cement milk is injected from the tip of the earth auger machine while excavating the ground with the earth auger machine, and the cement milk and excavated earth and sand are excavated. The soil cement is produced by mixing the inside of the soil cement, and the H-section steel is placed at a predetermined position in the soil cement to prevent the back ground from collapsing and to remove the water in the back ground. It is to stop water.
JP 2001-107361 A JP2002-146774

  However, in the method of installing the main pile lateral sheet pile described in Patent Document 1, when excavating the ground, the earth and sand protrudes into the cavity together with the groundwater protrusion existing in the back ground, and the back ground is There was a problem that it might sink.

  Further, in the method for constructing a soil cement column wall described in Patent Document 2, when this soil cement column wall is used as a temporary structure, operations such as crushing and rolling the cement column wall at the time of removal are performed. However, it takes time and labor, and the construction period is long.

  Therefore, the present invention has been made in view of the above-mentioned problems, and its purpose is to prevent the groundwater from protruding and the outflow of earth and sand when the earth retaining wall is constructed, and after the construction is removed It is providing the earth retaining wall which consists of a main pile cross-sheet pile, and its construction method.

In order to achieve the above-mentioned object, the retaining wall made of the main pile transverse sheet pile of the present invention is an earth retaining wall made of the parent pile transverse sheet pile for preventing the collapse of the ground, and the flow of groundwater in the ground is includes a waterproofing portion formed only in a position to block the water stopping part, characterized Rukoto formed to stop the water surface of the water stop portion in contact with the ground water is inclined to the direction of flow of the groundwater (First invention).
According to the earth retaining wall made of the main pile lateral sheet pile according to the present invention, since the water stop part is formed so as to block the flow of groundwater in the ground, when excavating the ground and forming the cavity part, It is possible to prevent the groundwater from protruding from the back ground to the place where the cavity is to be constructed and the outflow of earth and sand. Therefore, it is possible to prevent the back ground from collapsing, and it is possible to safely and efficiently construct the lateral sheet pile insertion work.
In addition, since the water stop material is formed by filling the water stop material only at the location where the flow of groundwater in the ground is blocked, the water stop material is better than the case of improving the ground by injecting the water stop material into the entire ground. Since the amount and the injection time can be reduced, the cost can be reduced and the construction period can be shortened.

In addition , since the water stop surface of the water stop portion is inclined with respect to the direction of the groundwater flow, the pressure of the groundwater acting horizontally toward the downstream side is smaller than the water pressure acting perpendicularly to the water stop portion. Become. Therefore, compared to the case where the water stop portion is formed perpendicular to the flow of groundwater and the water pressure acts as it is on the downstream side, the pressure acting on the downstream side (hereinafter referred to as the back surface). Water pressure) can be reduced.

The water retaining structure of the retaining wall composed of the parent pile lateral sheet pile of the second invention is a water retaining structure of the retaining wall composed of the parent pile lateral sheet pile for preventing the collapse of the ground, and the groundwater in the ground comprising a water stop portion formed at a position for blocking the flow only, the waterproofing unit may stop the water surface of the water stop portion in contact with groundwater Ru is formed so as to be inclined with respect to the direction of flow of the groundwater It is characterized by that.
According to the water stop structure of the earth retaining wall made of the main pile transverse sheet pile according to the present invention, since the water stop portion is formed so as to block the groundwater flow of the ground, the ground is excavated to form the cavity portion. In this case, it is possible to prevent the groundwater from protruding from the backside ground to the place where the cavity is to be constructed and the outflow of earth and sand. Therefore, it is possible to prevent the back ground from collapsing, and it is possible to safely and efficiently construct the lateral sheet pile insertion work.
In addition, since the water stop material is formed by filling the water stop material only at the location where the flow of groundwater in the ground is blocked, the water stop material is better than the case of improving the ground by injecting the water stop material into the entire ground. Since the amount and the injection time can be reduced, the cost can be reduced and the construction period can be shortened.

In addition , since the water stop surface of the water stop portion is provided with a water stop surface that is inclined with respect to the direction of the flow of ground water, the pressure of the ground water acting horizontally toward the downstream side is the water pressure acting perpendicular to the water stop portion. Smaller than. Therefore, compared with the case where the water stop part is formed perpendicular to the flow of groundwater and the water pressure acts as it is horizontally on the downstream side, the backside water pressure acting toward the downstream side is reduced. be able to.

According to a third aspect of the present invention, there is provided a method for constructing a retaining wall composed of a main pile transverse sheet pile, in the method for constructing a retaining wall composed of a parent pile lateral sheet pile for preventing the collapse of the ground. A placing step for placing a plurality of parent piles at intervals, and a water stopping portion forming step for forming a water stopping portion by filling a water stopping material only at a location where the flow of groundwater in the ground is blocked. Excavating a predetermined position of the ground, and installing a horizontal sheet pile between the parent piles, and a water stop surface of the water stop portion in contact with the ground water with respect to the direction of the flow of the ground water It characterized that you formed to be inclined.

According to a fourth aspect of the present invention, there is provided a water retaining method for a retaining wall composed of a main pile lateral sheet pile, in the water retaining method for a retaining wall composed of a parent pile lateral sheet pile for preventing the ground from collapsing, The water-stopping portion is formed by filling the water-stopping material only at the location where the water is blocked, and the water-stopping surface of the water-stopping portion in contact with the groundwater is formed so as to be inclined with respect to the direction of the flow of the groundwater. And

  According to the present invention, when the earth retaining wall is constructed, it is possible to prevent the groundwater from protruding and the earth and sand from flowing out. After the construction, the earth retaining wall can be easily removed.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.
FIGS. 1-3 shows the installation condition of the main pile horizontal sheet pile 1 which concerns on 1st embodiment of this invention, and are a top view, a perspective view, and a side sectional view, respectively.

  As shown in FIG. 1 to FIG. 3, a main pile lateral sheet pile that is a retaining wall for preventing the ground (hereinafter referred to as the back ground 14) from collapsing around the cavity 13 formed by excavating the ground 10. 1 includes a main pile 2 placed in the ground 10 at predetermined intervals, a lateral sheet pile 3 installed between the parent piles 2, and the first and second aquifers 6 and 8 of the ground 10. The water stop part 4 formed only in the position which interrupts | blocks the flow of groundwater is provided.

The main pile transverse sheet pile 1 supports the back ground 14 in which the first and second aquifers 6 and 8 and the first and second impermeable layers 5 and 7 are alternately laminated. The first aquifer 6 is a sand layer and has a water permeability coefficient of 7.1 × 10 ⁻³ cm / s, for example. The second aquifer 8 is a gravel layer, and the water permeability coefficient is, for example, 2.0 × 10 ⁻² cm / s. And both the 1st impermeable layer 5 and the 2nd impermeable layer 7 are viscosity layers, and do not let a groundwater pass.

  The water-stopping portion 4 is filled with a gel-like water-stopping material at a position from slightly above the upper surface of the aquifers 6 and 8 to slightly below the lower surfaces of the first and second aquifers 6 and 8. It is formed by doing. In the present embodiment, water glass is used as the water stop material. Since the water-stopping material is gel and does not mix with the ground water in the first and second aquifers 6 and 8, it does not flow out.

Below, the construction method of the earth retaining wall which consists of the main pile side sheet pile 1 is demonstrated according to a construction procedure.
Drawing 4A-Drawing 4E are figures showing the installation method of parent pile horizontal sheet pile 1 concerning this embodiment.

  First, as shown in FIG. 4A, a plurality of parent piles 2 are placed in the ground 10 at the planned construction position of the parent pile lateral sheet pile 1. The parent pile 2 is driven at a predetermined interval in the in-plane direction of the planned construction position of the parent pile lateral sheet pile 1.

  Next, as shown in FIG. 4B, the drilling machine 11 is installed on the ground, and the rod 12 is rotated to excavate the vertical hole 15. The vertical hole 15 is excavated until it penetrates the second aquifer 8 and reaches the upper part of the Dotan formation 9.

  Then, as shown in FIG. 4C, a water-stopping material is press-fitted and filled into the position of the second aquifer 8 in the excavated vertical hole 15 through the rod 12 to form the water-stopping portion 4 (FIG. 4C). The hatched portion in the vertical hole 15). Specifically, while pulling up the rod 12 from the bottom of the vertical hole 15 toward the hole opening, it is slightly lower than the upper surface of the second aquifer 8 from a depth slightly below the lower surface of the second aquifer 8. The water stop material is press-fitted and filled to an upper depth, and the water stop portion 4 is formed in the second aquifer 8. Then, it inject | pours into the position of the 2nd impermeable layer 7 for the purpose of backfilling, without applying a pressure to a water stop material (horizontal dotted line part in the vertical hole 15 in a figure).

  Next, as shown in FIG. 4D, the water stoppage is the same as when the waterstop portion 4 is formed at the position of the second aquifer 8 at the position of the first aquifer 6 in the vertical hole 15. The material is press-fitted and filled, and is injected into the first water-impermeable layer 5 without applying pressure to the water-stopping material, as in the case of the second water-impermeable layer 7.

  In addition, in this embodiment, although the case where a water stop material was inject | poured also into the position of the 2nd water-impermeable layer 7 was demonstrated, it is not limited to this, It is in the position of the 2nd water-impermeable layer 7 May refill earth and sand discharged during excavation.

  Finally, as shown in FIG. 4E, the side sheet pile 3 is installed between the main piles 2 so that the ground 10 at the position where the cavity 13 is to be formed is excavated with a yumbo or the like, and the side surface of the back ground 14 is not collapsed. By doing so, the parent pile horizontal sheet pile 1 is constructed.

  According to the parent pile horizontal sheet pile 1 in the present embodiment described above, the water stop portions 4 are formed so as to block the flow of groundwater in the first and second aquifers 6 and 8, respectively. Protrusion of groundwater from both aquifers 6 and 8 of the back ground 14 to the cavity 13 and outflow of earth and sand can be prevented. Therefore, it is possible to prevent the back ground 14 from collapsing, and it is possible to construct the lateral sheet pile 3 putting operation safely and efficiently.

  In addition, since the water stop material 4 is filled only in the position where the flow of groundwater in the aquifers 6 and 8 is blocked to form the water stop portions 4, the water stop material is injected into the entire ground 10 to improve the ground. Since the amount of the water-stopping material and the injection time can be reduced as compared with the case of doing so, the cost can be reduced and the construction period can be shortened.

  Next, a second embodiment of the present invention will be described. In the following description, portions corresponding to the first embodiment are denoted by the same reference numerals, description thereof is omitted, and differences are mainly described.

  FIG. 5 is a side cross-sectional view showing an installation state of the main pile horizontal sheet pile 21 according to the second embodiment of the present invention. As shown in FIG. 5, the main pile horizontal sheet piles 21 are respectively formed such that the water stop surface 24 a is inclined with respect to the direction in which the ground water flows in the parent pile 2, the horizontal sheet pile 3, and the aquifers 6 and 8. The water stop part 24 is provided.

  The water stop surface 24a in contact with the ground water of the water stop portion 24 has an angle α (0 ° <α <90 °) with respect to the ground water flowing horizontally in the first and second aquifers 6 and 8. (See FIG. 5) It is formed to be inclined.

  The water pressure F <b> 1 in the first aquifer 6 acts perpendicularly to the water stop surface 24 a of the water stop portion 24 formed at the position of the first aquifer 6. In this state, the vertical component V1 of the water pressure F1 acts to push the water stop 24 downward, and the horizontal component H1 pushes the water stop 24 toward the parent pile lateral sheet pile 21 side. Act on. This component force H <b> 1 is loaded as a rear water pressure on the main pile lateral sheet pile 21 through the water stop portion 24.

  For example, when the water stop 24 is formed perpendicular to the direction of the groundwater flow in the first aquifer 6 as in the prior art, the water pressure F1 is the same size and the horizontal direction. However, in the present embodiment, the water stop portion 24 is inclined at an angle α with respect to the direction of the groundwater flow in the first aquifer 6, so Force H1 (<F1) acts. Therefore, the back surface water pressure which acts on the main pile horizontal sheet pile 21 is reduced rather than the case where the water stop part 24 is formed perpendicularly. That is, if the angle α is reduced, the component force H1 acting on the main pile lateral sheet pile 21 through the water stop 24 can be reduced, while the workability for forming the water stop 24 is deteriorated. Efficiency will decrease. Therefore, the angle of the water stop surface 24a is preferably about 45 ° (for example, 40 ° to 50 °) in view of the balance between the magnitude of the component force H1 and the work efficiency. The angle α of the water stop surface 24a may be 0 ° <α <90 °.

  In addition, the water stop portion 24 formed in the second aquifer 8 is similar to the water stop portion 24 formed in the first aquifer 6 in the flow of groundwater in the second aquifer 8. Since it is inclined with respect to the direction, the component force H2 smaller than the water pressure F2 acting when the water stop portion 24 is formed perpendicularly acts, and the back surface water pressure is reduced.

Below, the construction method of the retaining wall which consists of the main pile side sheet pile 21 is demonstrated according to a construction procedure.
6A to 6G are views showing an installation method of the main pile horizontal sheet pile 21 according to the present embodiment.

  First, as shown in FIG. 6A, similarly to the first embodiment, a plurality of parent piles 2 are driven into the ground 10 at the planned construction position of the parent pile lateral sheet pile 21.

  Next, as shown in FIG. 6B, at the same time as excavating the first impermeable layer 5 of the ground 10 at the position where the hollow portion 13 is to be formed with a jumbo or the like, the side surface of the first impermeable layer 5 of the back ground 14 A horizontal sheet pile 3 is installed between the parent piles 2 so as not to collapse.

  Then, as shown in FIG. 6C, the hole drilling machine 11 is installed in the cavity 13 to excavate the oblique hole 16 inclined at an angle α with respect to the direction of groundwater flow in the first aquifer 6. . The oblique hole 16 is excavated until it penetrates the first aquifer 6 of the back ground 14 and reaches the upper part of the second impermeable layer 7.

  Then, as shown in FIG. 6D, a water-stopping material is press-fitted and filled into the excavated oblique hole 16 to form a water-stop portion 24. As in the first embodiment, the water blocking material is poured into the oblique hole 16 from the lower end of the rod 12 while pulling up the rod 12 used for excavation toward the ground. By filling the water-stopping material, a water-stopping portion 24 that is inclined at an angle α with respect to the direction of the groundwater flow in the first aquifer 6 is formed.

  Next, as shown in FIG. 6E, in the state where the first aquifer 6 in the back ground 14 is blocked by the water stop 24, the first band of the ground 10 at the position where the cavity 13 is to be formed. While excavating the water layer 6 and the second impermeable layer 7 with a yumbo or the like, between the parent piles 2 so that the side surfaces of the first aquifer 6 and the second impermeable layer 7 of the back ground 14 do not collapse. A horizontal sheet pile 3 is installed on the side.

  Then, as shown in FIG. 6F, the second aquifer 8 is installed in the same manner as when the drilling machine 11 is installed again in the cavity 13 and the oblique hole 16 is excavated in the first aquifer 6. The oblique hole 17 is excavated until it reaches the upper part of the Dotan layer 9. Then, a water stop material is press-fitted and filled into the oblique holes 17 to form a water stop portion 24.

  Finally, as shown in FIG. 6G, in the state where the second aquifer 8 in the back ground 14 is blocked by the water stop 24, the second band of the ground 10 at the position where the cavity 13 is to be formed. The horizontal sheet pile 3 is installed between the parent piles 2 so that the side surface of the second aquifer 8 does not collapse at the same time as excavating the water layer 8 with a yumbo or the like.

  According to the parent pile horizontal sheet pile 21 in the present embodiment described above, the water stop portions 24 are formed so as to block the flow of groundwater in the first and second aquifers 6 and 8, respectively. When forming the cavity part 13, the protrusion of groundwater from the both aquifers 6 and 8 of the back ground 14 to the cavity part 13 and the outflow of earth and sand can be prevented.

  Moreover, since the water stop surface 24a of the water stop part 24 is formed in the 1st and 2nd aquifers 6 and 8 so that it may incline with respect to the direction of the flow of groundwater, it acts on the water stop part 24. The component forces H1 and H2 can be reduced. Therefore, the back surface water pressure acting on the parent pile horizontal sheet pile 21 via the water stop portion 24 can be reduced.

  In addition, in each embodiment mentioned above, the 1st and 2nd aquifer layers 6 and 8 and the 1st and 2nd impermeable layers 5 and 7 were mutually laminated | stacked on the parent pile sheet piles 1 and 21. Although the case where it installed in the ground 10 was demonstrated, it is not limited to this, It is applicable to all the ground 10 in which an aquifer, ie, groundwater, exists.

  In each of the above-described embodiments, the case where water glass is used as the water stop material has been described. However, the present invention is not limited to this material, and for example, acrylamide, urea, or the like may be used.

The installation situation of the main pile horizontal sheet pile which concerns on 1st embodiment of this invention is shown, It is a top view, a side part figure, and sectional drawing, respectively. The installation situation of the main pile horizontal sheet pile which concerns on 1st embodiment of this invention is shown, It is a top view, a side part figure, and sectional drawing, respectively. The installation situation of the main pile horizontal sheet pile which concerns on 1st embodiment of this invention is shown, It is a top view, a side part figure, and sectional drawing, respectively. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a sectional side view which shows the installation condition of the main pile horizontal sheet pile which concerns on 2nd embodiment of this invention. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment. It is a figure which shows the installation method of the main pile horizontal sheet pile which concerns on this embodiment.

Explanation of symbols

1 parent pile sheet pile 2 parent pile 3 sheet pile 4 water blocking part 5 first impermeable layer 6 first aquifer layer 7 second impermeable layer 8 second aquifer layer 9 dotan layer 10 ground 11 Drilling machine 12 Rod 13 Cavity 14 Back ground 15 Vertical holes 16, 17 Oblique hole 21 Parent pile horizontal sheet pile 24 Water stop 24 a Water stop

Claims (4)

It is a retaining wall made up of a main pile horizontal sheet pile to prevent the collapse of the ground,
A water stop portion formed only at a position that blocks the flow of groundwater in the ground ,
The waterproof part, the waterproof part of the stop surface of the water Retaining wall made of soldier piles and lagging, wherein Rukoto formed so as to be inclined with respect to the direction of flow of the ground water in contact with the ground water. It is a water stop structure of the earth retaining wall consisting of the main pile side sheet pile to prevent the collapse of the ground,
A water stop portion formed only at a position that blocks the flow of groundwater in the ground ,
The waterproof part is waterproofing parent pile consisting lateral sheet pile braced wall stop water surface of the water stop portion in contact with the groundwater, characterized in Rukoto formed so as to be inclined with respect to the direction of flow of the groundwater Construction. In the construction method of the earth retaining wall consisting of the main pile side sheet pile to prevent the collapse of the ground,
A placing step of placing a plurality of parent piles at intervals at the planned construction position of the retaining wall;
A water stopping part forming step of forming a water stopping part by filling a water stopping material only at a location where the flow of groundwater in the ground is blocked,
Excavating a predetermined position of the ground, comprising a horizontal sheet pile installation step of installing a horizontal sheet pile between the parent piles ,
Stopping water of the water-stop portion contacting the ground water, process building soil retaining walls made of soldier piles and lagging to be characterized by Rukoto formed so as to be inclined with respect to the direction of flow of the groundwater. In the water stoppage construction method of the earth retaining wall consisting of the main pile side sheet pile to prevent the collapse of the ground,
Filling the water-stopping material only at the location where the flow of groundwater in the ground is blocked ,
A waterstop construction method for a retaining wall made of a main pile lateral sheet pile, wherein the waterstop surface of the waterstop portion in contact with the groundwater is formed so as to be inclined with respect to the direction of the flow of the groundwater .

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