JP5904489B2 - Liquefaction suppression structure - Google Patents

Description

  The present invention relates to a structure that suppresses damage to buildings due to ground liquefaction during an earthquake, and more particularly to a liquefaction suppression structure that suppresses liquefaction of ground supporting small-scale buildings. .

In sandy ground with a high groundwater level, it is known that liquefaction is likely to occur during an earthquake, and various countermeasures have been proposed. For example, there are those described in Patent Document 1 and Patent Document 2.
The structure described in Patent Literature 1 penetrates the support pile of the building to the support layer, constructs a wall body on the outer peripheral portion of the building, and penetrates the wall body deeper than the liquefied layer. The above-mentioned wall body shall be constructed by a deep mixing agitation method using cement hardener, and deformation of the supporting pile that will be the foundation of the building by suppressing the ground from flowing laterally due to liquefaction of the ground during an earthquake Is to prevent.

  Moreover, the structure of patent document 2 constructs | assembles a soil cement wall so that the circumference | surroundings of a building may be surrounded, and embeds a core material from a steel frame member in this wall body. By such a soil cement wall, the ground in the surrounding area is firmly restrained and it is intended to suppress the liquefaction of the ground.

Japanese Patent Laid-Open No. 9-49239 JP 2007-277831 A

  The liquefaction of the ground has been studied mainly because it can cause serious damage to large buildings such as commercial facilities and apartment buildings, but even in small-scale buildings such as detached houses. Many damages such as uneven settlement have occurred. It is difficult to apply a conventionally proposed technique as a means of suppressing liquefaction damage in such a small-scale building. That is, if the site is narrow like a detached house, there is no room for installing facilities necessary for the deep mixing agitation method and the construction becomes difficult. Moreover, it is often difficult to drive a steel pipe pile or the like that reaches the non-liquefied layer in a residential area. Furthermore, as a measure that can be implemented by the owner of a detached house, it must be avoided that the cost is high.

  This invention is made | formed in view of the above situations, The objective is to provide the liquefaction suppression structure which can be implemented at low cost in a small site.

In order to solve the above-mentioned problems, the invention according to claim 1 is characterized in that a steel plate underground partition is formed so as to surround a region where a building is constructed, and the steel plate underground partition has a predetermined dimension in a horizontal direction and a vertical direction. A plurality of steel plate members embedded to a predetermined depth are press-fitted into the ground so that adjacent steel plate members and side edges are connected to each other and have a shape in which the plan view of the wall surface is closed, A steel shielding plate connected to the upper part of the intermediate partition wall and covering the entire region surrounded by the steel plate underground partition wall in a substantially horizontal direction is provided at a predetermined depth from the ground surface. The present invention provides a liquefaction suppressing structure in which the concrete foundation of the building is constructed .

According to a second aspect of the present invention, a steel plate underground partition is formed so as to surround a region where a building is constructed, and the steel plate underground partition is embedded in a horizontal dimension with a predetermined dimension and a vertical depth with a predetermined depth. The steel plate member is press-fitted into the ground so that the adjacent steel plate members and the side edges are connected to each other and the plan view of the wall surface is closed, and is connected to the upper part of the steel plate underground partition wall, A steel shielding plate that covers in a substantially horizontal direction a range except for a part or all of the area immediately below the area where the foundation of the building is formed in the area surrounded by the steel bulkhead is at a predetermined depth from the ground surface. The steel shielding plate is provided around the foundation made of concrete of the building, and is embedded in the concrete of the foundation in a part of the foundation or by an anchor embedded in the foundation of the foundation. Combined with The foundation and the steel shielding plate provide a liquefaction suppression structure that covers the entire area surrounded by the steel plate underground partition wall .

In these liquefaction suppression structures, the flow of sand from the lower side of the building to the side is suppressed by the steel plate underground partition wall provided so as to surround the area where the building is constructed. Moreover, it is suppressed that the sand is ejected to the ground surface by the steel shielding plate provided in the horizontal direction. Therefore, the sand inside the steel plate underground partition is held in the lower region of the building by the partition and the shielding plate, thereby suppressing the settlement of the house.
Further, the steel plate underground partition wall does not necessarily need to be deeply pressed so as to reach the non-liquefied layer, and it is not necessary to use a member having a large cross section, so that it can be easily pressed. Therefore, construction can be performed at low cost in a narrow site without using a large construction machine or the like.
Furthermore, the steel shielding plate can be rapidly constructed at a lower cost than when a concrete floor slab is provided horizontally. Moreover, thickness can also be made thin and it can avoid that a trouble arises in embedding of a water and sewage pipe and a gas pipe.

The invention according to claim 3 is the liquefaction suppression structure according to claim 1 or claim 2, wherein the steel plate underground partition wall is provided at a position spaced apart in a horizontal direction along the steel plate underground partition wall. A steel pile is press-fitted in the vertical direction in contact with or close to the steel plate member inside or outside the enclosed range,
The steel pile has a bending rigidity greater than that of one of the steel plate members and is press-fitted to a position deeper than the steel plate member.

  In this structure, the steel pile can suppress the deformation of the steel plate bulkhead due to the force of flowing to the side of the sand during the earthquake.

The invention according to claim 4 is the liquefaction suppression structure according to claim 1 or claim 2, wherein the steel plate member has a large steel plate thickness and a large bending rigidity, and a steel plate thickness smaller than this. Two types with low bending stiffness are used, and each time a plurality of steel plate members with low bending rigidity are connected in the horizontal direction, steel plate members with high bending rigidity are connected so that the plan view is closed. The steel plate underground partition is formed, and the steel plate member having a large bending rigidity is press-fitted to a position deeper than the steel plate member having a low bending rigidity.

  In this structure, it is possible to suppress the deformation of the steel plate bulkhead by the force of flowing to the side of the sand during the earthquake by the steel plate member having a large bending rigidity.

  The invention according to claim 5 is the liquefaction suppression structure according to any one of claims 1 to 4, wherein the steel plate member has a portion whose horizontal cross-sectional shape is closed, and the closed portion. Is a cylindrical part that is continuous in the vertical direction, and water is injected from the upper part of the cylindrical part, and is injected into the ground while supplying water to the ground near the lower end.

  In this structure, when the steel plate member constituting the steel plate underground steel plate wall is press-fitted, the ground near the tip is easily fluidized by the supply of water, and the steel plate member can be easily press-fitted.

  The invention according to claim 6 is the liquefaction suppression structure according to any one of claims 1 to 4, wherein the steel plate member is in contact with an outer peripheral surface of a pipe member having an axis in the vertical direction. A tube holding portion whose cross-sectional shape is bent so that relative displacement in the horizontal direction of the member can be constrained, the tube holding portion held by the tube holding portion of the steel plate member, and a portion near the lower end of the tube member The steel plate member is press-fitted into the ground while supplying water to the ground.

  In this structure, similarly to the invention according to claim 5, when the steel plate member is press-fitted, the ground near the tip is easily fluidized by the supply of water, and the steel plate member can be easily press-fitted. In addition, after the press fitting of the steel plate member, the pipe member can be pulled out and used.

  The invention according to claim 7 is the liquefaction suppression structure according to any one of claims 1 to 4, wherein the steel plate member has a folded portion that is bent so that the tip portion is folded upward, The steel plate member is overlapped with a plate-shaped stiffening member made of steel, and the folded portion is wound around and fitted to the tip of the stiffening member, and the stiffening member and the steel plate member are overlapped. It is assumed that the stiffening member has been pulled out after being press-fitted into the ground.

  In this structure, when there is a possibility that deformation such as buckling occurs in the steel plate member during press-fitting, it can be press-fitted as a member having a large rigidity by superimposing it with a stiffening member having a large bending rigidity. Therefore, buckling of the steel plate member can be prevented.

  The invention according to claim 8 is the liquefaction suppression structure according to any one of claims 1 to 4, wherein the steel plate member has a portion in which a horizontal cross-sectional shape is bent into a concave shape, The concave portion is elastically deformed so as to expand on both sides, and a shape holding member is fitted into the concave portion to maintain the state of elastic deformation, and is press-fitted into the ground. The holding member has a compressive strength that maintains the shape of the elastically deformed concave portion before the steel plate member is press-fitted into the ground, and a compressive strength that maintains the elastic deformation of the steel plate member by water absorption. Shall be lost.

  In this structure, the steel sheet member is press-fitted into the ground in a state where the shape holding member is fitted into a portion where the horizontal cross-sectional shape of the steel sheet member is concave, and the shape holding member sufficiently absorbs water over time. Then, the shape maintaining member cannot maintain the elastic deformation of the steel plate member, and the dimension between both side edges of the steel plate member is reduced. Thereby, the side edge joined with the adjacent steel plate member displaces in the direction which separates both the steel plate members. Thereby, the side edge part of the joined steel plate member can mutually be stuck, and it becomes possible to suppress that water flows on both sides of the steel plate underground partition.

  As described above, with the liquefaction suppression structure of the present invention, it is possible to easily perform construction within a narrow site at a low cost, and to prevent the building from sinking due to ground liquefaction during an earthquake. Become

It is the schematic sectional drawing and schematic plan view which show one Embodiment of the liquefaction suppression structure which concerns on this invention. It is the schematic perspective view which saw through the state under the ground surface of the liquefaction suppression structure shown in FIG. It is a top view which shows a part of steel plate underground partition used with the liquefaction suppression structure shown in FIG. It is a sectional elevation which shows a part of steel plate underground partition used with the liquefaction suppression structure shown in FIG. It is a top view which shows a part of steel plate underground partition used by other embodiment of the liquefaction suppression structure which concerns on this invention. It is a top view which shows a part of steel plate underground partition used in other embodiment of the liquefaction suppression structure which concerns on this invention, and a steel pile. It is a top view which shows a part of steel plate underground partition used by other embodiment of the liquefaction suppression structure which concerns on this invention. It is a schematic plan view of the steel plate underground partition used by other embodiment of the liquefaction suppression structure which concerns on this invention. It is a schematic plan view of the steel plate underground partition used by other embodiment of the liquefaction suppression structure which concerns on this invention. FIG. 10 is an enlarged plan view showing a branch portion of the steel plate underground partition wall shown in FIG. 7, FIG. 8 or FIG. 9. It is a schematic sectional drawing of the steel shielding board used by other embodiment of the liquefaction suppression structure which concerns on this invention. It is the schematic which shows the state which press-fits the steel plate member which comprises a steel plate underground partition into the ground. It is a top view which shows the example of the steel plate member which can supply water to a front-end | tip part. It is a perspective view of the steel plate member shown to Fig.13 (a). It is a top view which shows the other example of the structure which can supply water to a front-end | tip part. It is a perspective view which shows a state when press-fitting a steel plate member with a stiffening member. It is the front view and sectional drawing which show a state when press-fitting a steel plate member with a stiffening member. It is the schematic which shows the state of making the steel plate member elastically deform and press-fitting, and the state of the steel plate member after press-fitting.

Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic sectional view and a schematic plan view showing a liquefaction suppressing structure according to the present invention. FIG. 2 is a schematic perspective view of the liquefaction suppression structure seen through the state below the ground surface.
In this liquefaction suppression structure, a steel plate underground partition wall 2 is formed so as to surround the periphery of a region in which the building 1 such as a detached house is constructed, and a predetermined area is formed in the entire region surrounded by the steel plate underground partition wall 2. A steel shielding plate 3 is laid almost horizontally at a depth. Further, the steel pile 4 is press-fitted to a position deeper than the steel plate underground partition 2 so as to be in contact with or close to the steel plate underground partition 2 outside the steel plate underground partition 2, and the steel pile 4 extends along the steel plate underground partition 2. Are provided at predetermined intervals in the horizontal direction.
The steel plate underground partition wall 2 is formed in a layer 6 which is easily liquefied, that is, a sandy ground having a high groundwater level, and may be provided to a depth reaching the layer 5 where liquefaction hardly occurs, but liquefaction is not necessarily easily generated. It does not have to reach the layer 5 and may remain in the layer 6 that is easily liquefied. For example, it can be an underground steel plate partition from near the ground surface to a depth of 2 m to 10 m. More preferably, the depth is 4 m to 10 m. Further, it is not necessary to press-fit the steel pile 4 so as to reach the layer 5 where liquefaction hardly occurs, but it is press-fitted to the layer 5 where liquefaction below the layer 6 which is easy to liquefy hardly occurs. It is desirable to do.

The steel plate underground partition 2 is formed by continuously joining a plurality of steel plate members 11 that are long in the vertical direction in the horizontal direction as shown in FIG. The steel plate member 11 is formed by bending a steel plate having a thickness of about 0.4 mm to 6 mm, and more preferably a steel plate of about 2 mm to 5 mm. Further, the steel plate member is preferably a steel plate that has been subjected to anticorrosion processing by plating or the like. It is desirable to use a hot-dip plated steel sheet ZAM ", [" ZAM "is a trademark of Nisshin Steel Co., Ltd.], a steel sheet plated with an aluminum alloy, or the like.
Each of the steel plate members 11 is provided with a bonding processing portion 11a for bonding to adjacent steel plate members along both side edges by bending. Further, a stiffening portion 11b is formed between both side edges by a bending line in the vertical direction and the shape in the horizontal cross section is a mountain shape.

The joining processed portion 11a is provided so that the shape in the vicinity of both side edges in the horizontal cross section is axisymmetric with respect to the center line aa of the steel plate member 11. Then, as shown in FIG. 3A, bending is performed so that the vicinity of the side edge is folded back from the first surface side where the stiffening portion 11b protrudes in a convex shape to the second surface side where the stiffening portion 11b is concave. It has a processed engagement end 11c. The adjacent steel plate members 11-1 and 11-2 are joined so that the first surface and the second surface are alternately opposite to each other, and are folded back from the first surface side to the second surface side. The engaging ends 11c are engaged with each other and are joined so that the bent inner surfaces come into contact with each other.

  As shown in FIG. 3 (b), the corner 2a when the steel plate underground partition 2 is provided so as to surround the building 1 is a corner that is bent at a substantially right angle with a vertical fold line between both side edges. The steel plate member 12 for part can be used. The steel plate member 12 for the corner portion is also provided with a processing portion 12a for joining along both side edges, and is press-fitted so as to be continuous with the other steel plate members 11 so as to surround the building 1 so as to surround the building 1 A partition wall 2 can be provided.

The steel shielding plate 3 is formed so as to cover the entire area inside the steel plate underground partition wall 2 formed so as to surround the periphery of the building 1, and the steel plate member 11 forming the steel plate underground partition wall 2. , 12, and a steel plate having a thickness approximately the same as that of 12 is laid almost horizontally. The steel plates to be laid are strip-shaped, and adjacent steel plates are overlapped with each other with a predetermined width near the side edges.
The steel shielding plate 3 laid as described above is joined to the upper part of the steel plate member 11 constituting the steel plate underground partition wall 2 at the periphery. As shown in FIG. 4, the steel plate member 11 and the steel shielding plate 3 are joined by bending the peripheral edge portion of the steel shielding plate 3 upward and overlapping the steel plate member 11 constituting the steel plate underground partition wall 2. 13 and nut 14.
Moreover, as shown in FIG. 3, the steel plate underground partition wall 2 has unevenness due to the cross-sectional shape of the steel plate member 11, and a gap is generated between the steel shield plate 3 and the steel shield plate 3. It is desirable to fill this gap with mortar or the like and seal it as much as possible.

  The foundation 1a of the building 1 is provided on the steel shielding plate 3, and leveling concrete or the like is spread on the steel shielding plate 3, and a reinforcing bar is placed on the concrete foundation 1a. Can be built. Outside the range where the foundation 1a is provided, the soil 7 is back-filled on the upper side of the steel shielding plate 3, and the steel shielding plate 3 is buried at a predetermined depth. Moreover, it is desirable to set the position of the upper end so that the upper part of the steel plate underground partition wall 2 to which the steel shielding plate 3 is joined is also buried below the ground surface.

  A steel pipe, H-shaped steel, or the like can be used as the steel pile 4 that is press-fitted in the substantially vertical direction along the steel plate underground partition wall 2 outside the steel plate underground partition wall 2. And it press-fits to the position deeper than the steel plate member 11 which comprises the steel plate underground partition 2. FIG. The depth at which the steel pile 4 is press-fitted does not necessarily need to be press-fitted so as to reach the layer 5 where liquefaction is unlikely to occur, but in this embodiment, liquefaction hardly penetrates through the layer 6 that is liable to liquefy. Press-fit to layer 5

  In such a liquefaction suppression structure, the lower ground of the building 1 is surrounded by the steel plate underground partition wall 2 and the steel shielding plate 3 on the upper surface and side surfaces, and the ground water and the lower ground of the building are sideways at the time of the earthquake. It is suppressed that it flows into. Further, even when liquefaction occurs, sand and the like are prevented from flowing upward and ejecting. Furthermore, the steel pile 4 press-fitted outside the range surrounded by the steel plate underground partition 2 is deformed so that the steel plate underground partition 2 swells outward due to the force of the ground to flow sideways. Suppress. Therefore, the building 1 is less likely to sink due to fluidization, and damage caused by liquefaction of the ground is reduced.

The steel plate member 11 forming the steel plate underground partition 2 as described above is not limited to a cross-sectional shape as shown in FIG. 3, but can be press-fitted into a continuously joined state. Shaped ones can also be used. For example, the steel plate member 15 shown in FIG. 5A has bonding parts 15a and 15b provided along both side edges different from each other. And the 2nd process part 15b of the other steel plate member 15 of the same shape adjacent to the 1st process part 15a for joining can be joined mutually. When the steel plate member 15 having such a shape is used, the side surfaces of the steel plate member 15 having unevenness such as the stiffening portion 15c can be joined in the same direction, and the gap is reduced at the portion where the steel shield plate 3 is joined. can do.
Moreover, the steel plate member 16 shown in FIG.5 (b) provides the process part 16a for joining which a cross section becomes circular arc shape in a both-sides edge part. The above-mentioned joining processing portion 16a having a circular cross section has a radius of curvature changed in the middle of the circular arc, and the joining processing portion 16a of the adjacent steel plate member 16 and the arc-shaped portion overlap each other. Can be joined together.

On the other hand, in the said embodiment, although the steel pile 4 was press-fitted along this steel plate underground partition 2 on the outer side of the range surrounded by the steel plate underground partition 2, it was surrounded by the steel plate underground partition 2. Steel piles can be press-fitted inside the range. At this time, the steel pile is joined to the steel plate underground partition so that the steel plate underground partition 2 is not deformed outside the range surrounded by the steel plate underground partition 2. For example, in the steel plate underground partition wall shown in FIG. 6A, the back side of the stiffening portion 17a provided in the steel plate member 17, that is, the vicinity of the opening 17b of the concave portion is narrowed. And the steel pipe 8 used as a steel pile is provided with a joint convex part 8a having a cross-sectional shape with an enlarged tip part, and this joint convex part 8a is a part where the cross-sectional shape of the steel plate member 17 is concave. A steel pile 8 is press-fitted into the ground so as to be inserted inside. Thereby, the joint convex part 8a provided in the steel pile 8 is latched by the steel plate member 17, and the steel pile 8 restrains that the steel plate underground partition 2 moves outside.
Moreover, also when using the H-shaped steel 9 as a steel pile, as shown in FIG.6 (b), the deformation | transformation of the steel plate underground partition 2 can be restrained by providing the same joining convex part 9a. .

  As a means for suppressing deformation of the steel plate underground partition wall, a steel plate member having increased bending rigidity in the axial direction, that is, the vertical direction can be used instead of the steel pile. For example, as shown in FIG. 7, each time a standard number of steel plate members 11 formed of thin steel plates are joined so that a predetermined number of sheets are continuous, a steel plate having a thickness larger than that of the standard portion steel plate members 11 is used. The high-rigidity steel plate member 18 with increased bending rigidity is joined so as to be continuous with the steel plate member 11 of the standard part. And this highly rigid steel plate member 18 is press-fitted to a position deeper than the steel plate member 11 of the standard part. This high-rigidity steel plate member 18 functions in the same manner as the steel piles 4, 8, 9 and suppresses deformation of the steel plate underground partition wall 2.

Further, as a means for suppressing the deformation of the steel plate underground partition wall 2, for example, as shown in FIG. 8A, the steel plate underground partition wall 2 is formed so as to surround the periphery of the building with a steel plate member used for the standard part. Moreover, the steel plate underground partition which becomes the branch part 2c can also be formed inside the closed shape part 2b which became a closed shape so as to surround the building. By press-fitting the steel plate member in this way, the branch portion 2c is restrained by the ground 6a near the center of the closed shape portion, and the closed shape portion 2b is deformed outward by the branch portion 2c. It is suppressed.
Further, as shown in FIG. 8B or FIG. 9, the inner side surrounded by the closed shape portion 2b by the branch portion 2d may be divided into a plurality of portions.

  The joint portion between the closed shape portion 2b and the branch portions 2c and 2d can have a structure as shown in FIG. 10, for example. This joining structure is the same as the joining part of the steel plate underground partition wall 2 and the steel piles 8 and 9 shown in FIG. 6, and the steel plate member 17 constituting the closed shape portion 2 is provided by bending it into a convex shape. It has a rigid portion 17a, and its back side, that is, the opening vicinity 17b of the concave portion is narrowed. And one piece 19 of the steel plate member which constitutes branching parts 2c and 2d is provided with engagement part 19a whose cross-sectional shape is expanded in the thickness direction of this steel plate member 19 along one side edge. The steel plate member 19 is press-fitted into the ground so that the engaging portion 19a is inserted into a portion of the closed shape portion 2b where the cross-sectional shape of the steel plate member 17 is concave. Thereby, the steel plate member 19 of the said branch part 2c, 2d is joined to the steel plate member 17 of the closed shape part 2b. Further, the steel plate members 19 of the branch portions 2c and 2d can be joined to the other steel plate members 20 of the branch portions 2c and 2d at the side edge opposite to the side edge provided with the engaging portion 19a. The joining processing part 19b which can be performed is provided, and the steel plate member 20 can be press-fitted continuously so that a branch may be extended | stretched sequentially.

  Moreover, in embodiment described above, although the steel shielding board 3 of the substantially horizontal direction was provided in the whole region of the range enclosed by the steel plate underground partition 2, except the range in which the foundation 1a of the building 1 is provided. A steel shielding plate 10 can also be provided. That is, the entire region surrounded by the steel plate underground partition wall 2 is covered with the building foundation 1 a and the steel shielding plate 10. At this time, as in the embodiment shown in FIG. 4, the steel shielding plate 10 is coupled to the upper portion of the steel plate member 11 constituting the steel plate partition wall 2 and around the foundation to the concrete of the foundation 1a. 10 are combined.

The steel shielding plate 3 and the foundation 1a can be joined as follows.
For example, as shown in FIG. 11 (a), it is assumed that the foundation concrete of the building is placed after the steel shielding plate 3 is laid, and the ends of the steel shielding plate 3 are embedded in the peripheral edge of the foundation 1a. Can do. When forming the steel plate underground partition wall 2 after the building has already been constructed, as shown in FIG. 11 (b), an anchor 21 is provided on the concrete of the foundation 1a, and the end portion of the steel shielding plate 3 is connected to the anchor. 21 can be connected to the concrete of the foundation 1a.

Next, a method for press-fitting the steel plate member constituting the steel plate underground partition wall 2 into the ground will be described.
As shown in FIG. 12, the steel plate member 11 is lifted vertically, a pressing force is applied from the upper end, and the steel plate member 11 is press-fitted into the ground. At this time, the steel plate member 11 is made of a thin steel plate and is lightweight, and the length is about 4 m to 10 m. Therefore, it can press-fit with the small construction machine 31, and a big pile driving machine etc. are not required. The press-fitting is performed by applying a pressing force from above, and the press-fitting is performed without driving in or applying vibration. The steel plate member 11 has a small thickness, a small cross section, and a low penetration resistance into the ground. Further, the steel plate member 11 is pressed into the ground where liquefaction is likely to occur. In sandy ground where liquefaction is likely to occur, the steel plate member 11 can often be pressed into the ground without being driven or imparted with vibration. . However, the steel plate member 11 has a small rigidity due to the use of a thin steel plate, and buckling may occur by applying a pressing force. When such a buckling is likely to occur, the steel plate member can be press-fit as follows.

  As shown in FIGS. 13 (a) and 14, the steel plate member 40 has a main body portion 40a having the same shape as the steel plate member 11 shown in FIG. 3, and a steel pipe 40b having a circular cross section is a stiffening portion 40c. Are attached by welding in the vertical direction to form a tubular portion. As this steel pipe 40b, for example, one having an inner diameter of about 10 mm to 50 mm can be used, and one having an inner diameter of about 15 mm to 30 mm is more preferably used. The steel pipe 40b may be attached to the main body portion 40a by welding, and welding may be performed so as to continue along the vertical direction. However, a limited range may be joined at predetermined intervals. And this steel pipe 40b is joined so that it may have the lower end surface 40d in the substantially same height as the lower end of the main-body part 40a, and the lower end surface 40d is opened below with the cut | disconnected cross-sectional shape. Moreover, it may be deformed so that the opening has a flat shape by applying a compressive force to the vicinity of the lower end of the steel pipe 40b. The upper end portion 40e of the steel pipe 40b is bent so as to be separated from the main body portion 40a, and water is supplied from the upper end toward the lower end. Water supply may be performed by connecting a hose from a water pipe to supply water, or may be pressurized and fed.

  Such a steel plate member 40 has increased rigidity due to the addition of the steel pipe 40b. In addition, resistance to press-fitting is reduced by supplying water to the lower end. That is, by supplying water to the ground at the lower end position of the main body 40a, water is filled in the gaps between the sand particles in the sandy ground. And it is considered that the meshing between the sand particles is easily released by the pore water pressure, and the resistance to the press fitting of the steel plate member 40 is reduced. Therefore, the steel plate member 40 can be easily press-fitted without causing buckling.

As the steel plate member, a member in which a tubular portion is formed by bending a steel plate can be used instead of adding the steel pipe 40b. As shown in FIG. 13 (b), the stiffening portion 41a formed at the substantially central portion in the width direction of the steel plate member 41 is formed so that the cross section is closed in a loop shape. In the position 41b which closes in the closed shape, a tubular portion is formed that can be joined by welding to supply water downward from above.
Even when such a steel plate member 41 is used, water can be supplied from above as in the case of using the steel plate member 40 shown in FIG. It becomes.

  As shown in FIG. 15, as shown in FIG. 15, the steel pipe 32 is held at a position along the steel plate member 42 instead of fixing the steel pipe to the steel plate member as shown in FIG. 15 when the steel plate member is press-fitted. Then, it may be press-fitted. In the steel plate member 42 shown in FIG. 15 (a), the stiffening portion 42a provided at the center of the cross section in the horizontal direction is bent into an arc shape, and the width of the opening portion 42b on the concave side is an arc shape. It becomes smaller than the internal diameter of the part 42c which became. Therefore, the stiffening portion 42a functions as a tube holding portion, and the steel pipe 32 having a circular cross section inserted inside the arc-shaped portion can be held and press-fitted together. Then, it is possible to easily press-fit the steel plate member 42 by supplying water into the steel pipe 32 from above and feeding water into the ground at the lower end position of the steel plate member 42. The steel pipe 32 can be extracted upward after the press-fitting of the steel plate member 42 is completed.

  The steel plate member shown in FIG. 15 (b) is the same steel plate member 16 as that used in the steel plate underground partition wall shown in FIG. 5 (b), and this steel plate member 16 has an arcuate cross section along both side edges. In this way, the bonding processing portion 16a is bent. When the steel plate member 16 is press-fitted, the position of one joining processed portion 16a-1 is aligned with the joining processed portion 16a-0 of the steel plate member 16-0 that has been previously press-fitted, and both are joined. Press fit. And the steel pipe 32 is inserted in the inner side where the cross section of the other processing part 16a-2 for joining became circular arc shape, and water is supplied to the lower end vicinity of the steel plate member 16 from upper direction. After the press-fitting of the steel plate member 16 is completed, the steel pipe 32 is extracted upward from the bonding processing portion 16a-2, and this bonding processing portion 16a-2 is engaged with the bonding processing portion of the steel plate member to be pressed next. Then, the steel plate members are sequentially press-fitted.

  As a means for press-fitting a steel plate member having a low bending rigidity without causing buckling, a steel plate member and a member having a rigidity higher than that of the steel plate member can be overlapped and press-fitted. In this method, as shown in FIGS. 16 and 17, a steel plate member 43 and a stiffening member 33 obtained by bending a steel plate thicker than the steel plate member are overlapped and press-fitted. The stiffening member 33 includes a stiffening portion 33a that is bent so as to protrude toward one surface at the center of the horizontal cross section, and both side portions 33b of the stiffening portion 33a are connected to the steel plate member 43. It is the opposite. The front ends of the steel plate member 43 and the stiffening member 33 have a shape in which the central portion in the width direction is convex downward and both side portions are receded upward. And the front-end | tip part of the steel plate member 43 is wound along the front-end | tip surface of the stiffening member 33, and is provided with the folding | returning part 43a turned up. Thereby, the force which press-fits the stiffening member 33 in the ground is transmitted to the steel plate member 43 through the folded portion 43a. Therefore, when the steel plate member 43 and the stiffening member 33 are overlapped and press-fitted, the compression force of the steel plate member 43 due to the pressing force acting on the upper end is reduced, and the force to press the stiffening member 33 is reduced. It is possible to press-fit in a state of being overlapped while being transmitted to 43. Thus, by reducing the compressive force of the steel plate member 43, it is possible to prevent the buckling of the steel plate member 43 and press-fit the steel plate member 43. After the steel plate member 43 is press-fitted to a predetermined depth, when the stiffening member 33 is pulled upward, the engagement between the tip of the steel plate member 43 and the stiffening member 33 is released, and only the stiffening member 33 is pulled out. .

In addition to the embodiment described above, the present invention may include means for bringing the processing portions for joining the steel plate members into close contact with each other at the joint portions between the adjacent steel plate members. This means is as follows.
As shown in FIG. 18 (a), the steel plate member 44 used in this embodiment has a stiffening portion 44a provided at the center in the horizontal cross section of the steel plate member 44 perpendicular to the line connecting both side edges. Bending into a long cross-sectional shape in the direction. As shown in FIG. 18B, both sides of the stiffening portion 44a can be elastically deformed in a direction away from each other, and the concave portion of the stiffening portion 44a is enlarged by elastic deformation. . A shape holding member 45 can be inserted and sandwiched in the enlarged recess. That is, the shape holding member 45 can be inserted into the concave portion of the stiffening portion 44a, and the state in which the steel plate member 44 is elastically deformed can be maintained. The shape retaining member 45 has a compressive strength that can maintain the elastic deformation of the steel plate member 44. When the water is absorbed, the compressive strength is reduced, and the steel plate member 44 that has undergone the elastic deformation is the original. Those that are unable to resist the force of returning to shape are used. For example, mudstone that collapses by absorbing water, dried and solidified clay, starchy solidified material, and the like can be used.

  The steel plate member 44 is press-fitted into the ground with the shape holding member 45 sandwiched between the stiffening portions 44a and joined to adjacent steel plate members 44 ′ and 44 ″ as shown in FIG. 18 (c). In order to press-fit the steel plate member 44, the joining processed portion 44b is in close contact with the joining processed portions 44'b, 44 "b of the adjacent steel plate members 44 ', 44". It is difficult to press-fit sequentially in the state, and as shown in FIG. 18 (c), the engagement ends 44c, 44'c, 44 "c of the adjacent steel plate members 44, 44 ', 44" are separated from each other. However, after the press-fitting of the steel plate members 44, 44 ′, 44 ″, when the shape retaining member 45 absorbs water and loses the compressive strength over time, the steel plate elastically deformed as shown in FIG. Restraint by the shape holding member 45 of the member 44 Released is deformed in a direction in which both sides of the stiffeners 44a approach each other. That is, it deform | transforms so that the width | variety of the steel plate member 44 may shrink. As a result, the joining processed portions 44b, 44'b, 44 "b of adjacent steel plate members are displaced away from each other, and the engagement ends 44c, 44'c, 44" c are brought into close contact with each other. Thereby, the water tightness in the joint part of the steel plate member 44 is improved, and even when the pore water pressure rises due to vibration during an earthquake, the flow of water through the partition walls can be suppressed.

  The present invention is not limited to the embodiments described above, and can be implemented in other forms within the scope of the present invention.

1: building, 1a: foundation of building, 2: steel plate underground partition, 2a: corner portion of steel plate underground partition, 2b: closed shape portion of steel plate underground partition, 2c, 2d: branch portion of steel plate underground partition , 3: Steel shield plate, 4: Steel pile, 5: Liquefied layer, 6: Liquefied layer, 7: Backfill soil, 8: Steel pipe, 8a: Joint convex part, 9: H-shaped steel, 9a: Joining Convex part, 10: Steel shielding plate,
11: Steel plate member, 11a: Processing part for joining, 11b: Stiffening part, 11c: Engagement end, 12: Steel plate member of corner part, 13: Bolt, 14: Nut, 15: Steel plate member, 15a, 15b: Joining processing part, 16, 17: Steel plate member, 16a, 17a: Joining processing part, 17b: Near the opening of the concave part of the steel plate member, 18: High-rigidity steel plate member, 19, 20: Branched steel plate Member, 21: anchor, 31: construction machine, 32: steel pipe, 33: stiffening member, 33a: stiffening part, 33b: both sides of stiffening part,
40: Steel plate member, 40a: Main body portion of steel plate member, 40b: Steel pipe, 40c: Stiffening portion of steel plate member, 40d: Lower end surface of steel pipe, 40e: Upper end portion of steel pipe, 41: Steel plate member, 41a: Loop shape 41a: position where the loop-shaped stiffening portion is closed, 42: steel plate member, 42a: stiffening portion, 42b: opening portion on the concave side of the stiffening portion, 42c: compensation Arc part of the rigid part, 43: Steel plate member, 43a: Folded part, 44: Steel plate member, 44a: Stiffening part, 44b: Processing part for joining, 44c: Engagement end, 45: Shape retaining member

Claims (8)

A steel plate bulkhead is formed to surround the area where the building is constructed,
The steel plate underground partition wall has a shape in which a plurality of steel plate members embedded in a horizontal dimension to a predetermined depth in a vertical direction are connected to adjacent steel plate members and side edges so that the plan view of the wall surface is closed. So that it was pressed into the ground,
A steel shield plate connected to the upper part of the steel plate underground partition and covering the entire region surrounded by the steel plate underground partition in a substantially horizontal direction is provided at a predetermined depth from the ground surface ,
A liquefaction suppressing structure , wherein a concrete foundation of the building is constructed on the steel shielding plate . A steel plate bulkhead is formed to surround the area where the building is constructed,
The steel plate underground partition wall has a shape in which a plurality of steel plate members embedded in a horizontal dimension to a predetermined depth in a vertical direction are connected to adjacent steel plate members and side edges so that the plan view of the wall surface is closed. So that it was pressed into the ground,
A steel shield that is connected to the upper part of the steel plate underground partition wall and covers a range excluding a part or all of the region immediately below the range in which the foundation of the building is formed in a region surrounded by the steel plate underground partition wall in a substantially horizontal direction. The board is provided at a predetermined depth from the ground surface ,
The steel shielding plate is connected around the foundation made of concrete of the building by embedding a part of the concrete in the foundation, or is connected to the foundation by an anchor embedded in the concrete of the foundation. ,
The liquefaction suppression structure characterized in that the foundation and the steel shielding plate cover the entire region surrounded by the steel plate underground partition wall . Steel piles in the vertical direction are in contact with or close to the steel plate member inside or outside the range surrounded by the steel plate underground partition wall at a position spaced apart along the steel plate underground partition wall in the horizontal direction. Press-fitted,
The liquefaction suppression structure according to claim 1 or 2, wherein the steel pile has a bending rigidity larger than that of one of the steel plate members and is press-fitted to a position deeper than the steel plate member. Two types of steel plate members are used, one having a large steel plate thickness and a large bending rigidity, and one having a smaller steel plate thickness and a small bending rigidity. Each time it is connected, a steel plate member with a large bending rigidity is connected, and the steel plate underground partition is formed so as to have a closed shape in plan view,
The liquefaction suppression structure according to claim 1 or 2, wherein the steel plate member having a high bending rigidity is press-fitted to a position deeper than the steel plate member having a low bending rigidity.   The steel plate member has a portion whose horizontal cross-sectional shape is closed, and this closed portion is a cylindrical portion that is continuous in the vertical direction. Water is injected from the upper portion of the cylindrical portion, and the vicinity of the lower end. The liquefaction suppression structure according to any one of claims 1 to 4, wherein the structure is pressed into the ground while supplying water to the ground. The steel plate member has a tube holding portion whose cross-sectional shape is bent so that it can abut on the outer peripheral surface of the tube member having an axis in the vertical direction and restrain the relative displacement in the horizontal direction of the tube member,
The pipe member is held by the pipe holding portion of the steel plate member, and the steel plate member is press-fitted into the ground while supplying water to the ground near the lower end of the pipe member. The liquefaction suppression structure according to any one of claims 4 to 5. The steel plate member has a folded portion that is bent so that the tip portion is folded upward,
The steel plate member is overlapped with a plate-shaped stiffening member made of steel, and the folded portion is wound around and fitted to the tip of the stiffening member, and the stiffening member and the steel plate member are overlapped. It was pressed into the ground
The liquefaction suppression structure according to any one of claims 1 to 4, wherein the stiffening member is pulled out after being press-fitted to a predetermined depth. The steel plate member has a portion in which a horizontal cross-sectional shape is bent into a concave shape,
The concave portion is elastically deformed so as to expand on both sides, and a shape holding member is fitted into the concave portion to maintain the state of elastic deformation, and is pressed into the ground.
The shape-retaining member has a compressive strength that maintains the shape of the elastically deformed concave portion before the steel plate member is press-fitted into the ground, and is only compressed to maintain elastic deformation of the steel plate member by water absorption. The liquefaction suppression structure according to any one of claims 1 to 4, wherein the structure loses strength.

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