JP2008267069A - Steel for underground continuous wall, underground continuous wall, and construction method of underground continuous wall - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide steel for an underground continuous wall, the underground continuous wall, and the construction method of the underground continuous wall which eliminate the need for temperature control after welding such as weld joining and complicated work such as bolt joining over the overall length in the longitudinal direction. <P>SOLUTION: The steel for the underground continuous wall is constituted by a steel sheet pile and the steel having an H-shaped or T-shaped cross section. The steel sheet pile has a web part in the middle section in the width direction, and a coupling is provided on both ends of the steel sheet pile. The steel having the H-shaped or T-shaped cross section has a flange part at the ends of the web part. The web part of the steel sheet pile and one of the flange parts of the steel having the H-shaped cross section or the flange part of the steel having the T-shaped cross section overlap one another along the longitudinal direction. Then only either of both of the ends of the overlapping part in the longitudinal direction is restrained. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a steel material for underground continuous walls used for retaining walls such as earth retaining walls and underground structure walls, river and harbor revetment walls, road construction, etc., mainly to prevent the collapse of earth and sand in civil engineering construction work. The present invention relates to underground continuous walls constructed from steel materials for underground continuous walls.

  In the field of construction and civil engineering, steel sheet piles are generally used as steel materials for underground continuous walls used mainly for retaining walls that prevent collapse of earth and sand and riverwalls. For example, there are U shape, Z shape, straight line shape, hat shape, etc., and in civil engineering construction work, it is made into an integrated underground continuous wall by placing the joints together. Here, as a method for increasing the proof stress of the wall body, a so-called upsizing that increases the cross-sectional performance of a steel sheet pile alone, or a combined steel sheet pile that is formed by joining two U-shaped steel sheet piles together by welding and forming a tubular shape. And straight steel sheet piles, U-shaped, Z-shaped, straight-line, hat-shaped steel sheet piles, and H-shaped steel and CT steel sheet steel.

  As a prior art of a processed steel sheet pile, for example, in Patent Document 1, a web portion tip of a CT section steel is welded to a central portion in the width direction of a straight steel sheet pile, and a precast concrete plate is inserted into a flange portion of the CT section steel. A highly rigid steel sheet pile is disclosed.

  In patent document 2, the steel member for underground continuous walls which welded the web part of the T-shaped steel in the web surface of the substantially U-shaped steel sheet pile with which the joint shape of right and left is asymmetrical is disclosed.

  Further, several inventions relating to underground continuous walls in which H-shaped steel is welded to steel sheet piles are disclosed. For example, Patent Document 3 discloses a wall-shaped steel sheet pile obtained by welding and joining a straight steel sheet pile with an asymmetric left and right joint shape and an H-shaped steel, and a manufacturing method thereof. In the invention described in Patent Document 3, a concave portion is provided on the back surface side of the web portion of the straight steel sheet pile, and an H-shaped steel flange is disposed, and the flange outer surface of the H-shaped steel is formed on the protrusion formed on the bottom surface of the concave portion. The two ends of the H-shaped steel flange are welded to each other, and the straight steel sheet pile web portion is prevented from being deformed by welding heat by separating the web portion and the welded portion of the straight steel sheet pile by the protrusions. Yes.

  In patent document 4, as an invention which solved the problem in processing and manufacturing of T-shaped steel in patent document 2, H-shaped steel was welded or bolted to a substantially U-shaped steel sheet pile with asymmetrical left and right joint shapes. A steel material for underground continuous walls is disclosed.

Patent Document 5 solves the problem that the steel sheet pile easily deforms in the width direction due to the thermal strain after welding that occurs when welding the steel sheet pile and the H-shaped steel in the steel for continuous underground wall of Patent Document 4 described above. Therefore, an invention of a manufacturing method is disclosed in which welding at both ends of the H-shaped steel flange portion is performed simultaneously on the left and right, or the temperature at the time of welding is controlled to equalize the thermal strain at two locations on the left and right in the cross section.
Japanese Patent No. 2680383 JP-A-6-280251 JP-A-11-140864 JP 2002-212943 A JP 2005-127033 A JP 2006-241816 A

  Although the said patent document 1, patent document 2, and patent document 4 are proposing the different combination with shape steel members, such as CT section steel, T section steel, and H section steel, as a method of raising the yield strength of a steel sheet pile wall. The joining of the steel sheet pile and the shaped steel member is mainly by welding joining. In the welding joining of the steel sheet pile and the shaped steel member, the welding is usually performed over the entire length of the joining portion. However, as pointed out in Patent Documents 3 and 5 above, in joining by welding, there is a problem that the steel sheet pile is greatly deformed in the width direction or the longitudinal direction due to thermal strain after welding.

Here, it is considered that the welding is performed over the entire length of the joint portion in order to ensure the cross-sectional performance of the underground continuous wall. For example, Patent Document 6 describes an embodiment corresponding to the invention described in Patent Document 4. According to it, SM-J pile as steel sheet pile and H588 × 300 × 12 × 20 as H-section steel, fillet weld or flare weld the steel sheet pile web part and H-section steel flange part to integrate both. It is a thing. It is described that when the underground continuous wall is constructed using the steel material for underground continuous wall, the cross-sectional performance of the wall body is 8720 cm ³ / m.

Here, the concept of the cross-sectional performance needs to satisfy the following formula.

  Table 1 shows the meanings of the symbols in the above formula. In order for the above equation to hold, it is assumed that the web portion 3a of the steel sheet pile 3 and the flange portion 2a of the H-section steel 2 shown in FIG. Yes. At this time, the neutral axis of the steel for continuous underground wall is G.

  From the above, in order for the inventions described in Patent Document 4 and Patent Document 6 to be established, the welded portion is performed over the entire length of the steel sheet pile 3 and the H-section steel 2 as shown in FIG. Or, as shown in FIG. 2 (b), it can be seen that several tens of% of the welded portion 4 per meter must be formed over the entire length. If welding is not performed over the entire length, the cross-sectional performance shown in Patent Document 4 and Patent Document 6 cannot be exhibited.

  Further, the deformation of the steel sheet pile due to thermal strain caused by welding greatly affects the linearity in the longitudinal direction of the joints located on both sides, and this linearity cannot be maintained. Steel for underground use represented by steel sheet piles is driven by fitting each other's joints, so if the linearity of the joint for underground continuous walls cannot be maintained, the friction of the joint during fitting will be reduced. It increases and impairs the casting property, and it becomes necessary to correct the deformation by gas blow or press correction after welding joining.

  In Patent Document 3, it is possible to separate the web portion of the straight steel sheet pile from the welded portion by using a straight steel sheet pile having a special cross-sectional shape in which the left and right joint shapes are asymmetric. Although deformation is prevented, it is necessary to manufacture a special straight steel sheet pile using a dedicated hole rolling mill, a universal rolling mill or the like, and there is a problem in terms of cost.

  In patent document 4, in the connection method of a steel sheet pile and H-section steel, it is described that not only welding but the method by a bolt may be used, When a bolt joining is employ | adopted, a steel sheet pile and H-section steel are conveyed separately, It can be assembled locally. Moreover, it is not necessary to correct the steel sheet pile produced by welding. However, steel sheet piles and H-shaped steel must be joined over their entire length, which is very complicated compared to welding methods because welding is very complicated, such as bolt hole processing, assembly work, and axial force management. Is not a big improvement.

  In patent document 5, in order to suppress the thermal distortion which arises when manufacturing the steel material for underground underground walls described in patent document 4, welding of the H-section steel both-ends flange part is implemented simultaneously on either side, A manufacturing method is described in which the welding of one weld is started in the range of 200 ° C. or more after completion of welding of one welding, and the thermal strains at the two left and right positions in the cross section are equalized. In order to suppress thermal strain by the above method, thorough manufacturing management is required, and in some cases, it is necessary to introduce large-scale equipment. Even if it is possible to perform processing with suppressed thermal distortion, it is necessary to perform complicated shape measurement for confirming it offline.

  From the above, the structure that combines shape steel members such as CT shape steel, T shape steel, H shape steel in order to increase the strength of the steel sheet pile wall can be done by welding, shape measurement, distortion correction work, and other complicated work. It is not necessarily an economic structure. In addition, these manufacturing methods are required to be performed under thorough management, and after processing at a factory or the like, they are transported to a construction site. Steel sheet piles and H-shaped steels can be stacked at the time of transportation due to their cross-sectional shape, but the steel sheet piles and H-shaped steels according to the invention of Patent Document 4 are welded to make them complicated. The cross-sectional shape becomes very inefficient during transportation, and a large space is required for storage at the construction site after transportation.

  Based on the above prior art, in the present invention, the temperature management of the welded portion such as welded joints, complicated work such as bolted joining over the entire length in the longitudinal direction is unnecessary, and the ground is excellent in transportation and storage efficiency. It aims at providing the construction material of the steel material for middle continuous walls, underground continuous walls, and underground continuous walls.

  1st invention consists of a steel sheet pile which has a web part in the center part of the width direction, and has a joint in both ends, and the cross-section which has a flange part in the edge part of a web part consists of H-shaped or T-shaped steel materials. It is a steel material for underground continuous wall, and the web portion of the steel sheet pile and the cross section of one flange portion of the H-shaped steel material or the cross section of the flange portion of the T-shaped steel material are overlapped along the longitudinal direction, Of the two ends in the longitudinal direction of the overlapping portion, only one end is restrained.

  2nd invention is steel material for underground underground walls by this 1st invention, The said steel sheet pile is a U-shaped steel sheet pile, a straight steel sheet pile, or a hat-shaped steel sheet pile, It is characterized by the above-mentioned.

  3rd invention is steel material for underground continuous wall by this 1st invention or 2nd invention, The said steel material whose cross section is H shape or T shape is H-section steel or T-section steel, It is characterized by the above-mentioned. To do.

  According to a fourth aspect of the present invention, in the underground continuous wall steel material according to the first to third aspects of the present invention, the restriction of the one end is due to coping, welding, bolts, or a drill screw. .

  According to a fifth aspect of the present invention, in the steel material for underground continuous wall according to the first to fourth aspects of the present invention, a plurality of the steel materials for underground continuous wall are fitted via the joints, and are formed into a wall shape in the ground. It is characterized by being installed.

  6th invention is the construction method of the underground continuous wall by this 5th invention, Comprising: A plurality of said steel sheet piles are fitted through the said joint, and the said steel is driven in the ground. After constructing the wall body by the sheet pile, a plurality of the cross sections are H such that the flange section of the steel material having the H shape or the T shape is overlapped in the longitudinal direction on the web portion of each steel sheet pile in the wall body. A steel material having a shape or T shape is placed in the ground, and thereafter, only one end on the ground side is constrained among both ends in the longitudinal direction of the overlapping portions.

  7th invention is the construction method of the underground continuous wall by this 5th invention, Comprising: After placing the preceding steel sheet pile in the ground, the said cross-sectional steel material is H shape or T shape, The steel flange is placed in the ground so that the flange portion of the steel sheet pile overlaps with the web portion of the steel sheet pile, and then, only one end on the ground side is restrained among both ends in the longitudinal direction of the overlapping portion. Constructing the steel material for the continuous wall of the underground, and then, placing the steel sheet pile of the following in the ground so as to fit the steel material for the continuous wall of the underground material constructed through the joint, It is characterized by constructing the underground continuous wall by repeatedly constructing the steel material for underground continuous wall by the construction method.

  Since the steel sheet pile of the present invention and the steel material for underground continuous wall composed of steel materials having a cross section of H shape or T shape are structures in which only one end in the longitudinal direction is constrained by coping, welding, bolts, and drill screws. It is not necessary to correct the steel sheet pile with any other restraining method, and the deformation amount of the steel sheet pile can be suppressed as compared with the prior art even in the restraining method by welding.

  When performing bolt joining, since only the steel sheet pile and one end of the H-shaped steel material are joined, it is possible to suppress complicated operations such as processing of bolt holes and axial force management as compared with the prior art.

  As a result, there is no need to perform complicated management processing at the factory, and it is not always necessary to manufacture steel materials for underground continuous walls at the factory, and steel sheet piles and steel materials having a cross section of H shape or T shape are individually conveyed. Thereafter, assembly processing can be performed at the local site or a nearby site. Therefore, steel sheet piles and H-shaped steel can be transported separately to the local site. In this case, transport costs are reduced to about 1/2 to 1/3 without inefficiencies in transport. can do.

  Moreover, compared with the conventional U-shaped steel sheet pile with comparable rigidity, steel material weight can be reduced and an underground underground wall with economy can be constructed | assembled.

  Hereinafter, the cross section having a flange portion at the end of the web portion will be described as a representative example of an H-shaped steel having a H-shaped or T-shaped cross section, and a H-shaped steel having a H-shaped cross section. The present invention can be similarly applied to steel materials having a H-shaped or T-shaped cross section created by building up from T-shaped steel or flat steel.

  FIG. 3 is a cross-sectional view showing an example of a steel material for underground continuous wall according to the present invention. FIG. 3A shows a steel material for the underground continuous wall installed so that the web portion 3a of the hat-shaped steel sheet pile 3 and the flange portion 2a of the H-shaped steel 2 are in contact with each other. FIG. 3 (b) shows a steel material for underground continuous wall installed so as to contact the web portion 3a on the opposite side to FIG. 3 (a) and the H-shaped steel flange portion 2a. 3C and 3D, a U-shaped steel sheet pile 5 is used instead of the hat-shaped steel sheet pile 3, and the web portion 5a of the U-shaped steel sheet pile 5 and the flange portion 2a of the H-shaped steel 2 are installed in contact with each other. It is a steel material for underground continuous walls. These underground continuous wall steel can be manufactured at the factory or locally.

  FIG. 4 is a cross-sectional view showing an example of the underground continuous wall of the present invention. Fig.4 (a) is an example of the underground continuous wall constructed | assembled by making it fit through the coupling 3b of the steel material 1 for underground continuous walls shown to Fig.3 (a). FIG.4 (b) is an example of the underground continuous wall constructed | assembled by making it fit through the coupling 3b of the steel material 1 for underground continuous walls shown in FIG.3 (b). FIG.4 (c) is an example of the underground continuous wall constructed | assembled by making it fit through the joint part 5b of the steel material 1 for underground continuous walls shown to FIG.3 (c) (d). The joints 3b and 5b are not limited to the Larsen type as long as they can be detachably fitted to each other.

  In FIG. 4, the structure is such that one H-section steel is paired with one steel sheet pile, but the number of H-section steels can be reduced according to the required bending rigidity. FIG. 5 is an example of an underground continuous wall in which half of the H-section steel 2 is installed with respect to the total number of the hat-shaped steel sheet piles 3.

  Steel sheet piles and H-section steels are such that their strong axes (the main axis that gives the maximum secondary moment of section among the main axes of the cross section) are parallel, and the steel sheet pile web section and the H section steel flange section are Install so that they are in contact with each other, and restrain one end (head, top).

  FIG. 6 shows an example of a method for restraining one end of the steel sheet pile and the H-shaped steel. Fig. 6 (a) shows a continuous underground wall in which the web part of the hat-shaped steel sheet pile 3 and one flange part of the H-shaped steel 2 are in contact with each other, and then one end on the ground side is constrained by a coping 6 It is an example of 1. FIG. 6 (b) shows the hat-shaped steel sheet pile 3 web portion 3a at one end on the ground side after being installed in the ground so that the web portion 3a of the hat-shaped steel sheet pile 3 and one flange portion 2a of the H-shaped steel 2 are in contact with each other. This is an example in which one flange portion 2 a of H-shaped steel is restrained by a welded portion 4. (c) is an example of restraint using bolts 7 instead of welding, and (d) is an example of restraint using drill screws 8 instead of welding. One end is the end on the side that protrudes to the ground when the steel sheet pile wall is constructed, and it is only necessary to determine the welding length and the number of bolts so that the restraint portion does not break against the load acting from the steel sheet pile back ground .

  FIG. 7 is a perspective view of the underground continuous wall steel 1 shown in FIG. FIG. 7 (a) shows the hat-shaped steel sheet pile 3 web portion 3a at one end on the ground side after being installed in the ground so that the web portion 3a of the hat-shaped steel sheet pile 3 and one flange portion 2a of the H-shaped steel 2 are in contact with each other. This is an example in which one flange portion 2 a of H-shaped steel is restrained by a bolt 7. FIG. 7 (b) shows an example of restraint by welding 4 instead of restraint by bolts.

  Fig.8 (a) is a side view when the steel material 1 for continuous walls in the ground is placed in the ground. The H-shaped steel 2 has a sufficiently large rigidity with respect to the hat-shaped steel sheet pile 3, and the H-shaped steel 2 installed on the back surface supports the deformation of the hat-shaped steel sheet pile 3 through the restraining portion 9. In order to align the slopes of the wall, the H-section steel 2 is preferably installed on the back side of the hat-shaped steel sheet pile 3, but the H-section steel 2 is placed on the front side of the hat-shaped steel sheet pile 3 as shown in FIG. It is good also as a structure which installs and supports the deformation | transformation of the hat-shaped steel sheet pile 3 with the H-section steel 2 of a big rigidity front.

  A conventional structure in which a steel sheet pile and an H-shaped steel are welded over the entire length can be expected to have a high cross-sectional performance because the steel sheet pile and the H-shaped steel integrally resist the acting load. On the other hand, the structure in which only the head of the steel sheet pile and the H-shaped steel according to the present invention is constrained is a structure in which the load transmission between the steel sheet pile and the H-shaped steel is performed only by the head constraining portion, and is welded over the entire length. Although it is inferior in rigidity, it is possible to construct a continuous underground wall structure that eliminates the labor and cost of welding, shape measurement, correction work, and work management, and has excellent storage and transport efficiency.

  In addition, the present invention ensures sufficient economic efficiency as compared with the U-shaped steel sheet pile most widely used as a steel material for underground continuous walls. Table 2 shows the relationship between the secondary moment of section of SP-VL and SP-VIL, which have relatively high rigidity among U-shaped steel sheet piles, and the weight of the steel material. In obtaining the cross-sectional secondary moment, it is assumed that coping processing has been performed, and the joint efficiency of 0.8 is taken into consideration. Table 3 shows the relationship between the sectional moment of inertia and the steel weight of the steel material for underground continuous wall according to the present invention. When compared with a U-shaped steel sheet pile having the same cross-sectional secondary moment, it is possible to reduce the weight of the steel material, so that an underground continuous wall excellent in economy can be constructed. In addition, since many U-shaped steel sheet piles are subjected to coping after the construction of the wall, the head restraint of the steel material for underground continuous wall according to the present invention does not increase the cost.

本地中連続壁用鋼材を用いて壁体を構築する方法は大きく分けて３つある。１つめは、図９(a)に示すようにハット形鋼矢板３とＨ形鋼２の一端をあらかじめ工場内もしくは現地にて溶接して拘束部９を設け、その後、地盤内に設置する方法である。本方法では、ハット形鋼矢板３およびＨ形鋼２を寝かせた状態で加工することが可能であるため、加工の作業性に優れた方法である。また、地盤が硬いなどの条件下では、図９b)に示すよう拘束部９とは反対側の地中内の一端に仮止め１０を行うことにより、設置過程で鋼矢板３のウェブ部とＨ形鋼２のフランジ部２がバラバラになることを防ぐことができる。この仮止め１０の方法としては、上記設置過程において鋼矢板３とＨ形鋼２とが互いに離間しない程度に固定することが可能であればいかなる手法を用いるようにしてもよい。例えば、鋼矢板とＨ形鋼の一端（頭部、上端）を拘束する方法をこの仮止め１０の方法として適用するようにしてもよく、図６(b)は溶接、(c)はボルト、(d)はドリルねじを用いて、地中内の一端に仮止め１０を行うときの例である。特許文献４に示す鋼矢板とＨ形鋼を全長溶接した地中連続壁用鋼材は全幅の変形が生じやすい構造であり、施工時に継手間抵抗として施工難渋を引き起こす恐れがある。本方法では、鋼矢板とＨ形鋼の一端を溶接しても全幅の変形は小さく、その変形が施工難渋となることはない。また、拘束方法をボルトやドリルねじとしたとき、鋼矢板の変形を考慮する必要はない。

There are roughly three methods for constructing a wall body using steel materials for continuous walls in the ground. First, as shown in FIG. 9 (a), a hat-shaped steel sheet pile 3 and one end of the H-shaped steel 2 are welded in advance in the factory or on site to provide the restraining portion 9, and then installed in the ground. It is. In this method, since the hat-shaped steel sheet pile 3 and the H-shaped steel 2 can be processed in the laid state, the method is excellent in processing workability. Further, under conditions such as the ground being hard, the temporary fixing 10 is performed at one end in the ground opposite to the restraining portion 9 as shown in FIG. 9b), so that the web portion of the steel sheet pile 3 and the H It can prevent that the flange part 2 of the shape steel 2 falls apart. As a method of the temporary fixing 10, any method may be used as long as the steel sheet pile 3 and the H-section steel 2 can be fixed so as not to be separated from each other in the installation process. For example, a method of constraining one end (head, upper end) of a steel sheet pile and an H-shaped steel may be applied as the method of the temporary fixing 10, FIG. 6 (b) is welding, (c) is a bolt, (d) is an example when the temporary fixing 10 is performed at one end in the ground using a drill screw. The steel material for underground continuous wall in which the steel sheet pile and H-shaped steel shown in Patent Document 4 are welded over the full length is a structure in which deformation of the full width is likely to occur, and there is a risk of causing difficulty in construction as resistance between joints during construction. In this method, even if the steel sheet pile and one end of the H-shaped steel are welded, the deformation of the full width is small, and the deformation does not become difficult to construct. Further, when the restraining method is a bolt or a drill screw, it is not necessary to consider the deformation of the steel sheet pile.

  Secondly, as shown in FIG. 10, the hat-shaped steel sheet pile 3 is installed in the ground to construct the wall of the hat-shaped steel sheet pile, and then the web portion of the hat-shaped steel sheet pile 3 and the flange portion of the H-shaped steel 2. This is a method in which the H-section steel 2 is installed so as to be in contact with each other, and both ends on the ground side are constrained to form an underground continuous wall. In this method, since the hat-shaped steel sheet pile 3 and the H-shaped steel 2 are individually installed on the ground, the construction takes time compared with the above method. However, after the hat-shaped steel sheet pile 3 is constructed, the H-shaped steel 2 and the ground side Since one end of the steel sheet is restrained, it is possible to completely eliminate the workability deterioration and construction trouble due to the deformation of the steel sheet pile even when restraining by welding. When performing the coping process, one end of the hat-shaped steel sheet pile 3 and the H-shaped steel 2 is restrained in the process of placing the concrete, so that it is not particularly necessary to perform processing such as welding or bolt joining again.

  Third, as shown in FIG. 10, one hat-shaped steel sheet pile 3 is installed in the ground, and the H-shaped steel 2 is installed so that the web portion of the hat-shaped steel sheet pile 3 and the flange portion of the H-shaped steel 2 are in contact with each other. Then, one end on the ground side of both is constrained to construct the steel material 1 for the underground continuous wall. Then, it is the method of constructing | assembling a continuous underground wall by making another hat-shaped steel sheet pile 3 fit with the hat-shaped steel sheet pile 3 already laid.

  The method of installing the H-shaped steel after installing the steel sheet pile is better to use the guide beam 11 in order for the web of the steel sheet pile 3 and the flange of the H-shaped steel 2 to contact each other. By using the guide beam, the shift in the vertical direction of the wall body can be suppressed. Moreover, as shown in FIG. 11, it is possible to prevent the flange portion of the H-section steel 2 from being laterally displaced in the wall body horizontal direction by attaching the lateral displacement prevention jig 12 to the guide beam.

  In the embodiment shown in FIG. 8, the overall lengths of the hat-shaped steel sheet pile 3 and the H-shaped steel 2 are substantially equal. However, as shown in FIG. By making 3 longer than the H-section steel 2 or making the underground H-section steel 2 longer than the hat-shaped steel sheet pile 3 as shown in FIG. it can. FIG. 12C shows an example in which the H-shaped steel 2 on the ground side is made shorter than the hat-shaped steel sheet pile 3 and the head is constrained. Fig.13 (a) is an example where the end of H-section steel 2 and hat-shaped steel sheet pile 3 on the ground side are aligned and welded, and the length of H-section steel 2 is shortened as shown in Fig. 12 (c). Thus, the head welding length can be reduced in the depth direction as shown in FIG. 13 (a) to FIG. 13 (b). For the same reason, the ground-side hat-shaped steel sheet pile 3 may be shorter than the H-shaped steel 2.

  Fig. 14 (a) shows the packaging when the hat-shaped steel sheet pile 3 and H-shaped steel 2 are individually transported to the construction site, and Fig. 14 (b) shows the hat-shaped steel sheet pile 3 and H-shaped steel 2 at the factory. Shows the package when welding and transporting to the construction site. As shown in the figure, when trying to transport five steel plates for underground continuous wall 1, it is possible to reduce the transport efficiency to 1/2 by transporting them individually to the construction site and assembling them on site. It is.

  In order to satisfy the structure of the underground continuous wall steel and the underground continuous wall of the present invention, when earth pressure acts on the underground continuous wall, a sufficient shear force is transmitted from the steel sheet pile to the H-shaped steel. In this way, the strength of the restraint portion may be ensured. That is, specifications such as coping, welding, bolt joint, and drill screw may be determined so as to satisfy the strength to be secured.

  The Example of the head restraint part 9 in the case of constructing an underground continuous wall using the hat-shaped steel sheet pile 3 and the H-section steel 3 (H450 × 200 × 9 × 14) shown in FIG.

  The ground condition is assumed to be sandy ground with an average N value of 10 and an internal friction angle of φ = 30 (without considering the groundwater surface), and excavation with a wall height of 4 m is assumed. The concept of earth pressure acting on the underground continuous wall varies according to each design standard. In this example, the concept in accordance with the “Design Guidelines for Disaster Recovery Work” is used, and the wall body is always filled with soil. I think that only pressure acts. When earth pressure equivalent to a wall height of 4 m acts on the underground continuous wall, the ground-side steel sheet pile and the H-shape are considered as one-end fixed beams with the virtual ground surface as the fixed end and the ground-side end as the roller fulcrum. If steel is restrained with a restraining force of 10 kN or more, a shearing force can be sufficiently transmitted at the head by an applied load. If this is welded at 6 locations with a throat thickness of 6 mm and two H-shaped steel flange portions, it can be seen that this can be achieved by setting the weld length from the end on the ground side to 16 mm or more per location.

  Instead of welding, joining with bolts or drill screws or joining with coping is also possible.

  In the case of a bolt and a drill screw, it is preferable to constrain a portion close to the end on the ground side in terms of workability. When coping is performed, both are joined by placing concrete, so there is no need for special treatment such as welding.

It is a figure for demonstrating a prior art, and is sectional drawing corresponding to invention of patent document 4 and patent document 6. FIG. (a) (b) It is a figure for demonstrating a prior art, and is a perspective view corresponding to invention of patent document 4 and patent document 6. FIG. (a) (b) (c) (d) It is sectional drawing which showed an example of the steel material for underground continuous walls of this invention. (a) (b) (c) It is sectional drawing which showed an example of the underground continuous wall of this invention. It is sectional drawing which showed an example of the underground continuous wall of this invention. It is a diagram showing an example of the steel material for underground continuous wall of the present invention, (a) is a coping treatment as a head restraint method, (b) is welding, (c) is a bolt joint, (d) is a drill screw. It is the figure which showed the method used. (a), (b) It is the perspective view which showed an example of the steel material for underground continuous walls of this invention. (a), (b) It is the side view which showed an example of the underground continuous wall of this invention. (a), (b) It is the side view which showed an example of the construction method of the underground continuous wall of this invention. It is the side view which showed an example of the construction method of the underground continuous wall of this invention. It is sectional drawing which showed an example of the jig | tool used when constructing the underground continuous wall of this invention. (a)-(c) It is the side view and perspective view which showed an example of the construction method of the underground continuous wall of this invention. (a), (b) It is the other side view and perspective view which showed an example of the construction method of the underground continuous wall of this invention. It is sectional drawing which showed an example of the conveyance method of the steel materials for underground continuous walls of this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Steel material for underground continuous walls 2 H-shaped steel 2a H-shaped steel flange part 3 Hat-shaped steel sheet pile 3a Hat-shaped steel sheet pile web part 3b Hat-shaped steel sheet pile joint part 4 Welded part 5 U-shaped steel sheet pile 5a U-shaped steel sheet pile web Part 5b U-shaped steel sheet pile joint part 6 Coping 7 Bolt 8 Drill screw 9 Head restraint part 10 Temporary fixing 11 Guide beam 12 Side shift prevention jig

Claims (7)

  A steel material for a continuous underground wall comprising a steel sheet pile having a web portion at the center in the width direction and joints at both ends, and a steel material having a H-shaped or T-shaped cross section having a flange portion at the end of the web portion. And the web part of the steel sheet pile and the flange section of one side of the H-shaped steel material or the cross-section of the steel sheet pile overlap each other along the longitudinal direction, and the overlapping part Of the both ends in the longitudinal direction, only one end is constrained.   The steel material for an underground continuous wall according to claim 1, wherein the steel sheet pile is a U-shaped steel sheet pile, a straight steel sheet pile, or a hat-shaped steel sheet pile.   The steel material for underground continuous walls according to claim 1 or 2, wherein the steel material having a H-shaped or T-shaped cross section is an H-shaped steel or a T-shaped steel.   The steel material for an underground continuous wall according to any one of claims 1 to 3, wherein the constraint at the one end is by coping, welding, a bolt, or a drill screw.   It is an underground continuous wall using the steel material for underground continuous walls of any one of Claims 1-4, Comprising: The said several steel materials for underground continuous walls are fitted via the said joint, An underground continuous wall characterized by being installed in a wall shape inside.   It is a construction method of the underground continuous wall of Claim 5, Comprising: The said steel sheet pile is fitted through the said joint, and the wall body by the said steel sheet pile is constructed | assembled. After that, a plurality of H-shaped or T-shaped steel materials in which the cross section of the steel sheet pile in the wall body overlaps along the longitudinal direction with the flange portion of the steel material having the H-shaped or T-shaped cross section. Is constructed in the ground, and thereafter, only one end on the ground side is constrained among both ends in the longitudinal direction of the overlapping portions.   It is a construction method of the underground continuous wall of Claim 5, Comprising: After placing the preceding steel sheet pile in the ground, the said cross-sectional steel material is H shape or T shape, The flange part of the said steel material is the said Placed in the ground so as to overlap the web portion of the steel sheet pile along the longitudinal direction, and then constrains only one end on the ground side of both ends in the longitudinal direction of the overlapping portion, and the underground continuous wall After that, the steel sheet pile of the following is constructed in the ground so as to fit the steel material for the underground continuous wall constructed through the joint, and then the ground is formed by the construction method. An underground continuous wall construction method comprising constructing an underground continuous wall by repeatedly constructing a steel material for an intermediate continuous wall.

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