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JP3845491B2 - Temporary support base - Google Patents
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JP3845491B2 - Temporary support base - Google Patents

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Publication number
JP3845491B2
JP3845491B2 JP12202597A JP12202597A JP3845491B2 JP 3845491 B2 JP3845491 B2 JP 3845491B2 JP 12202597 A JP12202597 A JP 12202597A JP 12202597 A JP12202597 A JP 12202597A JP 3845491 B2 JP3845491 B2 JP 3845491B2
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Japan
Prior art keywords
support
base body
pile
temporary
temporary support
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JP12202597A
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Japanese (ja)
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JPH10311055A (en
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忠彌 恩田
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Individual
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Individual
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Description

【0001】
【発明の属する技術分野】
本発明は、建物の沈下を防止したり、沈下した建物を修正したりする支持杭に取り付けられ、これを反力をとって建物の重量を仮受けするための仮受け用支持台に関する。
【0002】
【従来の技術】
建物の基礎の下において、当該建物の沈下等を防止すべく地盤に貫入されている支持杭に対して、その支持杭の頭部を壊して再補強したり、地盤沈下による修正工事をしたり、支持杭の支持力を検査したり、再載荷したりする場合に、建物の重量をジャッキと仮受け台とを介して仮受けする支持台を、前記支持杭の周囲に取り付ける必要がある。
【0003】
このような場合に、従来は、図6に示すように、支持杭15が鉄筋コンクリート製(RC製)である場合、該支持杭15において仮受け用支持台16を取り付けようとする外周部分に、所要巾の鉄板17を巻装して溶接手段等で、更に必要なときは接着剤を併用して固定し、この支持杭15に固着した鉄板17に、水平受け面18aを有する金属製のブラケット18を、溶接手段によって所望数固着する。
【0004】
そして、前記ブラケット18の水平受け面18aと建物の基礎19の下面との間にジャッキ20と仮受け台21とをセットし、支持台16に反力をとって、これらで建物の重量を受けた後、支持杭の頭部を破壊して、新しい頭部を設けるようにしていた。
【0005】
また、支持杭15が鋼管杭である場合には、図7に示すように、当該鋼管杭15の外周面に直接、ブラケット18を所要数溶接手段で固着して仮受け用の支持台16を形成する。
【0006】
そして、図8に示すように、前記ブラケット18の水平受け面18aと建物の基礎19の下面との間にジャッキ20と仮受け台21とをセットし、仮受け用の支持台16に反力をとって、これらで建物の重量を受けた後、支持杭15の頭部を破壊して、新しい頭部を設けるようにしていた。
【0007】
【発明が解決しようとする課題】
しかしながら、前記ブラケット18を鉄板等に固着するため、溶接手段を使用しているが、その作業空間22は必要最小限にして地盤23を掘削した狭いスペースであることから、溶接作業による煙や強い火花が発生する等して作業環境が悪くなり、また、地下水が溜まることもあって漏電にも注意しなければならない。
【0008】
更に、狭いスペースにおいて無理な姿勢で溶接作業を行うので、溶接の技量によってブラケット18の固着強度が左右されやすくなって安定せず、溶接される側の鋼管杭15においても歪んだりすることがある等の問題点がある。
【0009】
このように、支持杭に取り付ける仮受け用の支持台には、支持杭への取付方法における作業環境の改善や作業者の健康管理において解決すべき課題がある。
【0010】
【課題を解決するための手段】
本発明に係る仮受け用支持台の上記課題を解決するための要旨は、所要幅の平板でもって支持杭の外形形状に沿って筒状に形成され該支持杭に装着される台本体と、該筒状台本体の外周面における周方向の両端部から当該筒状台本体の半径方向外側に対向して延設されるとともに前記支持杭に台本体を固定するためのボルト挿通孔が穿設されてなる締結部と、前記締結部から前記筒状台本体の半径方向外側に向けて漸次離隔して広がるように対向して延設され、互いの上部にジャッキ用の板を載置する支持部とからなることである。
【0011】
前記筒状の台本体は、その軸心に沿って2分割され、この2分割の台本体に締結部と支持部とが設けられ、当該2分割体の台本体を支持杭に対向配置で取付け、前記締結部においてボルトで固定されることを含むものである。
【0012】
本発明に係る仮受け用支持台によれば、再補強等しようとする支持杭に、溶接手段によらないでボルト・ナットで容易に当該支持杭に仮受け用支持台を装着することが出来るようになり、狭い作業空間においても容易で迅速に作業できて工期の短縮となる。
【0013】
【発明の実施の形態】
次に、本発明に係る仮受け用支持台について図面を参照して説明する。なお、発明に理解容易のため、従来例に対応する部分には従来例と同一の符号を付けて説明する。
【0014】
本発明の第1実施例は、図1に示すように、例えば、鋼管製で四角形状の支持杭15である場合に、その頭部を切断して再補強しようとするには、予め形成した仮受け用支持台1を建物の基礎19下で地盤に貫入された前記支持杭15の頭部に装着する。
【0015】
この仮受け用支持台1を形成するには、図2に示すように、所要巾の金属製の平板に、予め後述の締結部1dとする部分にボルト挿通用の貫通孔1cを穿設し、該平板をコ字状に屈曲させて支持杭15の外形形状の半割形状に略合わせた台本体1aとし、該台本体1aの、筒状にした状態での外周面における、周方向における両端部から該周方向に直交させて(当該筒状台本体1aの半径方向外側に)各々締結部1dを延設する。
【0016】
更に、前記両締結部1dからそれぞれ、当該半割の台本体1aを対向配置にした場合には互いに漸次離隔して台本体1aを平面視したときに「ハ」の字になるように延ばして、ジャッキを片方の側端部1eで支持する支持部1bとする。該支持部1bから更に離隔し広がるように屈曲させて延設し、支持補強部1fとする。
【0017】
このようにした前記台本体1aを、図2に示すように、コ字状に凹んだ側を向き合わせて対向配置にすることで、一つの仮受け用支持台1が形成されるものである。
【0018】
なお、対向配置にされた締結部1d,1dの対向面の間には、支持杭15に台本体1aを挟持させた場合に若干の隙間ができるように、台本体1aが形成されるものであり、これにより、ボルトでその隙間が無くなるように強く締結した後は台本体1aの内側面と支持杭15との当接面で強い摩擦力が発揮されるものである。
【0019】
この仮受け用支持台1を支持杭15の外周面に挟持させ、締結部1dの各貫通孔1cに一方側からボルトを挿通させそれぞれナットで締結することで、支持杭15にジャッキ用の支持台が形成されるものである。
【0020】
本発明の第2実施例は、図3に示すように、1枚の金属製の平板を屈曲させて四角形状の支持杭15に略合わせた台本体1aとして形成し、第1実施例と同様に締結部1d,支持部1b及び支持補強部1fを形成して、仮受け用支持台1とするものである。
【0021】
この第2実施例に係る仮受け用支持台1によれば、支持杭15の片側においてジャッキを支持することが出来るものである。
【0022】
本発明の第3実施例は、図4に示すように、支持杭15が円筒状の鋼管杭であれば、当該支持杭の外形形状に略合わせて台本体1aを半円形状にし、該台本体1aの、筒状にした状態での外周面における、周方向の両端部から締結部1d,支持部1b及び支持補強部1fを形成し、これらを対向配置にして1対で仮受け用支持台1とするものである
【0023】
このような第3実施例に係る仮受け用支持台1によれば、円筒状の鋼管杭若しくはコンクリート杭に対して、ジャッキ用の支持台を杭の両側に形成することができるものである。
【0024】
本発明の第4実施例は、図5に示すように、円筒状の支持杭15に対して、台本体1aの形状を2分割した半円形状とせずに、支持杭15の円筒形状に略合わせて、1枚の金属製の平板を加工して円筒形状とするもので、その周方向の両端部から締結部1d,支持部1b及び支持補強部1fを形成し、仮受け用支持台1とするものである。
【0025】
この第4実施例に係る仮受け用支持台1によれば、円筒状の支持杭15の片側にジャッキ用の支持台が形成されるものである。
【0026】
そして、前記第1実施例乃至第4実施例における各仮受け用支持台1を支持杭15に挟装しての使用方法を説明する。図1に示すように、例えば、前記第1実施例に係る仮受け用支持台1を代表させて説明すると、まず、基礎19下を掘削して作業空間22を形成した後に、補修対象・再補強対象の支持杭15の頭部15aを清掃し、その頭部15aに前記仮受け用支持台1を所要数のボルト2・ナットによりレンチで強く締結することにより挟装させる。場合によっては締結作業を油圧ジャッキで行う。
【0027】
そして、支持杭15の両側に広がった仮受け用支持台1の各々の支持部1bと支持補強部1fとの側端部1eの上に、水平にして敷鉄板3,3を載置する。
【0028】
前記敷鉄板3,3の上に、その一方側にジャッキ20を載置し、他方側に仮受け台21を載置する。
【0029】
そして、前記ジャッキ20により基礎19を仮受け用支持台1に反力をとって建物の重量を受ける。仮受け台21においても調節板21aによりその差し込み量を調節して、支持杭15の両側で均等にジャッキ20と仮受け台21とで建物の重量を受けるようにする。
【0030】
その後、支持杭15の頭部15aを破壊したり斫ったりして除去し、その後に新しい支持杭を入れて再補強等するものである。
【0031】
このように、本発明に係る仮受け用支持台1により、狭い作業空間22内において、仮受け用支持台を設けるために溶接手段を用いて作業することがなくなって、支持杭に仮受け用支持台を取り付ける作業が容易となって工期が短縮され、溶接に伴う火花や煙によって健康を害することがなく、また、溶接の技量によって接合強度がばらつくようなこともなくなって、質的に安定した補修作業を行うことが出来るものである。
【0032】
【発明の効果】
以上説明したように、本発明の仮受け用支持台は、所要幅の平板でもって支持杭の外形形状に沿って筒状に形成され該支持杭に装着される台本体と、該筒状台本体の外周面における周方向の両端部から当該筒状台本体の半径方向外側に対向して延設されるとともに前記支持杭に台本体を固定するためのボルト挿通孔が穿設されてなる締結部と、前記締結部から前記筒状台本体の半径方向外側に向けて漸次離隔して広がるように対向して延設され、互いの上部にジャッキ用の板を載置する支持部とからなるので、建物の下の狭いスペース内において支持杭に仮受け用支持台を設けるのに溶接手段が不要となり、作業者の溶接の技量によって接合強度がばらつく不都合がなくなり、また、作業環境も改善されて質的に安定した補修作業を行うことが出来るという優れた効果を奏するものである。
【0033】
更に、支持杭に仮受け用支持台を取り付ける作業が、作業の困難な溶接作業に代わってボルト等の締結作業となって、容易な作業となり工期が短縮されるという優れた効果を奏するものである。
【図面の簡単な説明】
【図1】本発明に係る仮受け用支持台の使用状態の説明図である。
【図2】本発明の第1実施例に係る仮受け用支持台の斜視図である。
【図3】本発明の第2実施例に係る仮受け用支持台の斜視図である。
【図4】本発明の第3実施例に係る仮受け用支持台を円筒状の支持杭に挟装させた状態の斜視図である。
【図5】本発明の第4実施例に係る仮受け用支持台の斜視図である。
【図6】従来例に係る仮受け用支持台を、コンクリート製の支持杭に取り付けた使用状態を示す説明図である。
【図7】従来例に係る仮受け用支持台を、鋼管杭に取り付けた使用状態を示す説明図である。
【図8】従来例に係る仮受け用支持台の使用状態の説明図である。
【符号の説明】
1 仮受け用支持台、1a 台本体、1b 支持部、1c 貫通孔、
1d 締結部、1e 側端部、1f 支持補強部、2 ボルト、
3 敷鉄板、15 支持杭、20 ジャッキ、21 仮受け台。
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a temporary support base that is attached to a support pile that prevents a building from sinking or corrects a sinking building and takes a reaction force to temporarily receive the weight of the building.
[0002]
[Prior art]
Under the foundation of the building, the support pile that has penetrated the ground in order to prevent the settlement of the building, etc., may be reinforced by breaking the head of the support pile, or making correction work by subsidence. In the case where the supporting force of the support pile is inspected or reloaded, it is necessary to attach a support base that temporarily receives the weight of the building via the jack and the temporary support base around the support pile.
[0003]
In such a case, conventionally, as shown in FIG. 6, when the support pile 15 is made of reinforced concrete (made of RC), in the support pile 15, the outer peripheral portion to which the temporary support base 16 is to be attached, A metal bracket having a horizontal receiving surface 18a on an iron plate 17 fixed to the support pile 15 by winding the iron plate 17 of a required width and fixing it with welding means or the like, and further using an adhesive when necessary. The desired number 18 is secured by welding means.
[0004]
Then, a jack 20 and a temporary support 21 are set between the horizontal receiving surface 18a of the bracket 18 and the lower surface of the foundation 19 of the building, and a reaction force is applied to the support 16 to receive the weight of the building. After that, the head of the support pile was destroyed and a new head was provided.
[0005]
When the support pile 15 is a steel pipe pile, as shown in FIG. 7, the bracket 18 is directly fixed to the outer peripheral surface of the steel pipe pile 15 by a required number of welding means, and the support base 16 for temporary receiving is attached. Form.
[0006]
Then, as shown in FIG. 8, a jack 20 and a temporary receiving table 21 are set between the horizontal receiving surface 18a of the bracket 18 and the lower surface of the foundation 19 of the building, and a reaction force is applied to the supporting table 16 for temporary receiving. Then, after receiving the weight of the building with these, the head of the support pile 15 was destroyed to provide a new head.
[0007]
[Problems to be solved by the invention]
However, in order to fix the bracket 18 to an iron plate or the like, welding means are used. However, since the working space 22 is a narrow space excavated from the ground 23 with the minimum necessary, smoke and strong due to welding work are strong. The working environment becomes worse due to sparks, etc., and groundwater may accumulate, so you must be careful about leakage.
[0008]
Furthermore, since the welding operation is performed in an unreasonable posture in a narrow space, the fixing strength of the bracket 18 is easily influenced by the welding skill and is not stable, and the steel pipe pile 15 on the side to be welded may be distorted. There are problems such as.
[0009]
As described above, the support base for temporary receiving attached to the support pile has problems to be solved in the improvement of the work environment and the health management of the worker in the attachment method to the support pile.
[0010]
[Means for Solving the Problems]
The gist for solving the above-mentioned problem of the temporary support base according to the present invention is a base body that is formed in a cylindrical shape along the outer shape of the support pile with a flat plate having a required width, and is attached to the support pile, Bolt insertion holes are provided in the outer peripheral surface of the cylindrical base body so as to extend from both ends in the circumferential direction to face the radially outer side of the cylindrical base body and to fix the base body to the support pile. And a support that is extended so as to be gradually spaced apart from the fastening portion toward the outside in the radial direction of the cylindrical base body, and for placing a jack plate on top of each other It consists of parts.
[0011]
The cylindrical base body is divided into two along its axis, and the two-part base body is provided with a fastening portion and a support portion, and the base body of the two-part body is attached to the support pile in an opposing arrangement. And fixing with a bolt in the fastening portion.
[0012]
According to the support base for temporary support according to the present invention, it is possible to easily attach the support base for temporary support to the support pile to be re-reinforced with bolts and nuts without using welding means. As a result, it is possible to work easily and quickly even in a narrow work space, thereby shortening the construction period.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Next, a temporary support base according to the present invention will be described with reference to the drawings. In order to facilitate understanding of the invention, portions corresponding to the conventional example are denoted by the same reference numerals as those of the conventional example.
[0014]
In the first embodiment of the present invention, as shown in FIG. 1, for example, in the case of a square support pile 15 made of a steel pipe, the head is cut and re-reinforced so as to be formed in advance. The temporary support base 1 is mounted on the head of the support pile 15 that has penetrated the ground below the foundation 19 of the building.
[0015]
In order to form the temporary support 1, as shown in FIG. 2, a through-hole 1 c for inserting a bolt is formed in a metal plate having a required width in a portion to be a fastening portion 1 d described later. The flat plate is bent in a U-shape to form a base body 1a substantially matched to the half shape of the outer shape of the support pile 15, and the base body 1a in the circumferential direction on the outer peripheral surface in a cylindrical shape Fastening portions 1d are extended from both ends so as to be orthogonal to the circumferential direction ( outside in the radial direction of the cylindrical base body 1a) .
[0016]
Further, when the halved base body 1a is disposed opposite to each other from the fastening portions 1d, the base body 1a is gradually separated from each other so as to have a “C” shape when viewed in plan. The jack is a support portion 1b that supports one side end portion 1e. The support reinforcing portion 1f is bent and extended so as to be further separated from the support portion 1b.
[0017]
As shown in FIG. 2, the base body 1a having the above-described configuration is arranged so as to face each other with the U-shaped concave side facing each other, whereby one temporary support base 1 is formed. .
[0018]
The base body 1a is formed between the opposing surfaces of the fastening portions 1d, 1d arranged to face each other so that a slight gap is formed when the base body 1a is sandwiched between the support piles 15. With this, a strong frictional force is exerted on the contact surface between the inner side surface of the base body 1a and the support pile 15 after the bolts are tightened so that the gap is eliminated.
[0019]
The temporary support base 1 is clamped on the outer peripheral surface of the support pile 15, and bolts are inserted into the through holes 1c of the fastening portion 1d from one side and fastened with nuts to support the jack on the support pile 15. A platform is formed.
[0020]
As shown in FIG. 3, the second embodiment of the present invention is formed as a base body 1a formed by bending a single metal flat plate so as to be substantially aligned with the rectangular support pile 15, and similar to the first embodiment. The fastening portion 1d, the support portion 1b, and the support reinforcing portion 1f are formed to form a temporary receiving support base 1.
[0021]
According to the temporary support base 1 according to the second embodiment, the jack can be supported on one side of the support pile 15.
[0022]
In the third embodiment of the present invention, as shown in FIG. 4, if the support pile 15 is a cylindrical steel pipe pile, the base body 1a is formed in a semicircular shape so as to substantially match the outer shape of the support pile. A fastening portion 1d, a support portion 1b, and a support reinforcing portion 1f are formed from both end portions in the circumferential direction on the outer peripheral surface of the main body 1a in a cylindrical shape, and these are opposed to each other and are used as a pair for temporary support. It is intended to be a stand 1 [0023]
According to the temporary support base 1 according to the third embodiment, jack support bases can be formed on both sides of the pile with respect to the cylindrical steel pipe pile or the concrete pile.
[0024]
In the fourth embodiment of the present invention, as shown in FIG. 5, the cylindrical shape of the support pile 15 is substantially the same as the cylindrical support pile 15, instead of the semicircular shape of the base body 1 a divided into two. In addition, one metal flat plate is processed into a cylindrical shape, and a fastening portion 1d, a supporting portion 1b, and a supporting reinforcing portion 1f are formed from both end portions in the circumferential direction, and a temporary support base 1 is formed. It is what.
[0025]
According to the temporary support base 1 according to the fourth embodiment, a jack support base is formed on one side of the cylindrical support pile 15.
[0026]
Then, a method of using each temporary support base 1 in the first to fourth embodiments by sandwiching the support pile 15 will be described. As shown in FIG. 1, for example, the temporary support base 1 according to the first embodiment will be described as a representative. First, after excavating under the foundation 19 to form the work space 22, The head 15a of the support pile 15 to be reinforced is cleaned, and the temporary support base 1 is firmly clamped to the head 15a with a required number of bolts 2 and nuts using a wrench. In some cases, the fastening operation is performed with a hydraulic jack.
[0027]
Then, the laid iron plates 3 and 3 are placed horizontally on the side end portions 1e of the support portions 1b and the support reinforcing portions 1f of the temporary support base 1 spread on both sides of the support pile 15.
[0028]
A jack 20 is placed on one side of the laid iron plates 3 and 3, and a temporary support 21 is placed on the other side.
[0029]
The jack 20 receives the weight of the building by reacting the base 19 against the temporary support base 1. The insertion amount of the temporary support 21 is also adjusted by the adjustment plate 21 a so that the jack 20 and the temporary support 21 receive the weight of the building evenly on both sides of the support pile 15.
[0030]
After that, the head 15a of the support pile 15 is removed by breaking or scrambling, and then a new support pile is inserted and re-reinforced.
[0031]
As described above, the temporary support base 1 according to the present invention eliminates the need to work with welding means to provide the temporary support base in the narrow work space 22, so that the temporary support for the support pile is used. The work to attach the support base is easy and the work period is shortened, and there is no harm to the health due to sparks and smoke accompanying welding, and the joining strength does not vary depending on the welding skill, so it is qualitatively stable. Can be repaired.
[0032]
【The invention's effect】
As described above, the temporary receiving support base of the present invention is a base body that is formed in a cylindrical shape along the outer shape of the support pile with a flat plate having a required width, and the cylindrical base. Fastening that extends from both ends in the circumferential direction of the outer peripheral surface of the main body so as to face the outer side in the radial direction of the cylindrical base body, and is provided with bolt insertion holes for fixing the base body to the support pile And a support portion that extends so as to gradually spread away from the fastening portion toward the outer side in the radial direction of the cylindrical base body, and on which a board for jack is placed. Therefore, there is no need for welding means to provide a temporary support for the support pile in a narrow space under the building, and there is no inconvenience that the joint strength varies depending on the welding skill of the operator, and the working environment is also improved. Qualitatively stable repair work It is intended to achieve the excellent effect that can be.
[0033]
Furthermore, the work of attaching the temporary support base to the support pile becomes the work of fastening bolts, etc. in place of the difficult work of welding, which makes it easy and shortens the work period. is there.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram of a use state of a temporary support base according to the present invention.
FIG. 2 is a perspective view of a temporary support base according to the first embodiment of the present invention.
FIG. 3 is a perspective view of a temporary support base according to a second embodiment of the present invention.
FIG. 4 is a perspective view of a temporary support base according to a third embodiment of the present invention sandwiched between cylindrical support piles.
FIG. 5 is a perspective view of a temporary support base according to a fourth embodiment of the present invention.
FIG. 6 is an explanatory view showing a use state in which a temporary support base according to a conventional example is attached to a concrete support pile.
FIG. 7 is an explanatory view showing a use state in which a temporary support base according to a conventional example is attached to a steel pipe pile.
FIG. 8 is an explanatory diagram of a use state of a temporary support base according to a conventional example.
[Explanation of symbols]
1 temporary support base, 1a base body, 1b support section, 1c through hole,
1d fastening part, 1e side end part, 1f support reinforcement part, 2 bolt,
3 Laying iron plate, 15 Support pile, 20 jack, 21 Temporary cradle.

Claims (2)

所要幅の平板でもって支持杭の外形形状に沿って筒状に形成され該支持杭に装着される台本体と、
該筒状台本体の外周面における周方向の両端部から当該筒状台本体の半径方向外側に対向して延設されるとともに前記支持杭に台本体を固定するためのボルト挿通孔が穿設されてなる締結部と、
前記締結部から前記筒状台本体の半径方向外側に向けて漸次離隔して広がるように対向して延設され、互いの上部にジャッキ用の板を載置する支持部とからなること、
を特徴とする仮受け用支持台。
A base body that is formed into a cylindrical shape along the outer shape of the support pile with a flat plate of the required width and is attached to the support pile;
Bolt insertion holes are provided in the outer peripheral surface of the cylindrical base body so as to extend from both ends in the circumferential direction to face the radially outer side of the cylindrical base body and to fix the base body to the support pile. A fastening portion formed,
It is formed to extend from the fastening portion so as to gradually spread away from the fastening base body in the radial direction, and includes a support portion on which a board for jack is placed.
A temporary support for the support.
筒状の台本体は、その軸心に沿って2分割され、この2分割の台本体に締結部と支持部とが設けられ、当該2分割体の台本体を支持杭に対向配置で取付け、前記締結部においてボルトで固定されること、The cylindrical base body is divided into two along its axis, and a fastening part and a support part are provided on the base part of the two parts. Being fixed with bolts in the fastening portion;
を特徴とする請求項1に記載の仮受け用支持台。  The temporary support base according to claim 1.
JP12202597A 1997-05-13 1997-05-13 Temporary support base Expired - Fee Related JP3845491B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP12202597A JP3845491B2 (en) 1997-05-13 1997-05-13 Temporary support base

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JP3845491B2 true JP3845491B2 (en) 2006-11-15

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101248860B1 (en) 2010-09-15 2013-03-29 변웅호 Temporary support for open cut and cover method, and structure using the same
JP5634931B2 (en) * 2011-03-30 2014-12-03 大成建設株式会社 Construction method of underground structure

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