JPH101957A - Underground construction method for building - Google Patents
Underground construction method for buildingInfo
- Publication number
- JPH101957A JPH101957A JP8154287A JP15428796A JPH101957A JP H101957 A JPH101957 A JP H101957A JP 8154287 A JP8154287 A JP 8154287A JP 15428796 A JP15428796 A JP 15428796A JP H101957 A JPH101957 A JP H101957A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- construction
- wall
- frame
- constructed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、逆打工法を主体
として１階から地下階へと本設の床梁躯体を順次構築す
る建築地下工事方法に関し、とくに、１階の床梁躯体と
地下階の床梁躯体を結合する地下外壁を後打コンクリー
ト工事で構築する工事方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction underground construction method for constructing a floor beam skeleton of a permanent construction from the first floor to a basement one by one, mainly based on a reverse striking method, and particularly to a floor girder skeleton and an underground floor on the first floor. The present invention relates to a construction method for constructing a subterranean outer wall that connects floor beam frames on a floor by post-casting concrete work.
【０００２】[0002]
【従来の技術】逆打工法を主体としたこの種の建築地下
工事方法では、よく知られているように、先行施工した
１階床梁躯体の下方にコンクリートを打設して地下外壁
を後施工する工事がきわめて煩雑であることと、先行施
工の１階床梁躯体と後施工の地下外壁との接合部に欠陥
を生じやすいという基本的な問題がある。そのため従来
からさまざまな工事方法が試みられている。2. Description of the Related Art As is well known, in this type of construction underground construction method, which is mainly based on the reverse casting method, concrete is placed below the first-floor beam frame structure that was previously constructed and the underground outer wall is left behind. There is a basic problem that the construction work is extremely complicated and that the joint between the first-floor floor beam structure of the preceding construction and the underground wall of the subsequent construction is likely to be defective. Therefore, various construction methods have been attempted in the past.
【０００３】例えば特開昭６３−４４０５２号の工法で
は、先行施工の床梁躯体の所定位置に上下に貫通したコ
ンクリート打設用のパイプをあらかじめ埋設しておき、
後施工の地下外壁はこのパイプからコンクリートを打設
することで構築する。また特開平３−２６０２２６号の
工法では、山留壁に内側に沿ってコンクリート打設用の
パイプを上下方向に配設しておき、床梁躯体を施工して
から地下外壁を施工する際に、そのパイプを通して地下
外壁部にコンクリートを打設する。また特開平５−１７
９８０４号の工法では、先行施工の１階床梁躯体と山留
壁の接合部分にコンクリート打設用の多数の***を形成
しておき、後施工の地下外壁はこれら***を通してコン
クリートを打設することで構築する。For example, in the method disclosed in Japanese Patent Laid-Open No. 63-44052, a pipe for concrete pouring vertically penetrates at a predetermined position of a floor beam skeleton, which has been previously constructed.
The underground wall for the post-construction will be constructed by placing concrete from this pipe. Further, in the construction method of Japanese Patent Laid-Open No. 3-260226, when pipes for concrete placement are vertically arranged along the inside of the mountain retaining wall and the floor girder body is constructed and then the underground outer wall is constructed. Then, concrete is poured into the underground outer wall through the pipe. Also, JP-A-5-17
In the method of No. 9804, a number of small holes for concrete casting are formed at the joint between the first-story floor beam skeleton and the retaining wall of the preceding construction, and concrete is poured through the small holes for the underground outer wall of the later construction. Build by things.
【０００４】これらの従来工法はいずれも、地下外壁の
コンクリート打設作業を地上部から行えるので、作業性
はある程度改善される。しかし、前記のパイプや***を
通してコンクリートを打設するので、最終の段階でのコ
ンクリート充填が難しく、地下外壁の最上部を先行の床
梁躯体の下面に欠陥なく密着させることが依然として困
難であった。コンクリート打設用のパイプや***の数を
多くすれば、ある程度はコンクリート充填性能を高める
ことがてきるが、そうするとコンクリート打設作業が面
倒になる。[0004] In any of these conventional methods, the workability of concrete placement of the underground outer wall can be improved from the above-ground portion, so that the workability is improved to some extent. However, since concrete is poured through the pipes and small holes, it is difficult to fill concrete in the final stage, and it is still difficult to bring the top of the underground outer wall into close contact with the lower surface of the preceding floor beam frame without defects. . Increasing the number of concrete casting pipes and small holes can improve the concrete filling performance to some extent, but doing so complicates the concrete casting work.
【０００５】[0005]
【発明が解決しようとする課題】前述の問題を解決する
１つの手段として、山留壁の上端に腹起しを設けて、こ
れと建物の１階床躯体との間にジャッキを介在させて、
山留壁にかかる土圧を支持させるとともに、山留壁と１
階床躯体との間に開口部を形成しておいて、その開口部
からコンクリートを打設することが知られている（雑誌
建築と技術「施工」１９９３年６月号７８〜７９
頁）。しかしこの従来工法においては、ジャッキを地下
外壁を通して設けることとなるため、ジャッキの据え付
け・撤去、および撤去後の処理が必要となり、手間がか
かるという欠点があった。As one means for solving the above-mentioned problems, an abdomen is provided at the upper end of the mountain retaining wall, and a jack is interposed between this and the first floor floor structure of the building. ,
While supporting the earth pressure on the Yamadome wall,
It is known that an opening is formed between the floor and the skeleton and concrete is poured from the opening (Magazine: Construction and Technology "Construction" June 1993 issue 78-79).
page). However, in this conventional method, since the jack is to be provided through the outer wall of the underground, there is a drawback that the installation / removal of the jack and the treatment after the removal are required, which is troublesome.
【０００６】この発明は前述した従来の問題点に鑑みな
されたもので、その目的は、先行施工の１階床梁躯体と
後施工の地下外壁との接合部を欠陥なく高強度に一体化
でき、かつ工事の作業性のよい建築地下工事方法を提供
することにある。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to provide a high-strength integration of a joint between a first-story floor beam structure of a preceding construction and an underground outer wall of a later construction without defects. Another object of the present invention is to provide a construction underground construction method with good construction workability.
【０００７】[0007]
【課題を解決するための手段】この発明の建築地下工事
方法は、基本的に、建築現場をとり囲む山留壁の工事と
ともに内部地盤の掘削工事を進め、逆打工法により１階
から地下階へと本設の床梁躯体を順次構築し、１階の床
梁躯体と地下階の床梁躯体を結合する地下外壁を後打コ
ンクリート工事で構築する。この方法において、この発
明の特徴的なことは、地表面部分において前記山留壁の
上端部に沿って当該山留壁と結合した基礎梁状の腹起し
を設置するとともに、先行施工した１階床梁躯体と一体
の先行地上部躯体と前記基礎梁状腹起しとの間に複数の
土圧受け材を適当な間隔をおいて介在させることで、前
記１階床梁躯体を前記山留壁の支保工として機能させる
とともに、前記１階床梁躯体の側端部と前記山留壁およ
び前記基礎梁状腹起しとの間に開口部を形成し、前記地
下外壁の工事では前記開口部からコンクリートを打設
し、前記開口部にもコンクリートを充填して前記１階床
梁躯体および前記地下外壁と一体の躯体とする。なお望
ましくは、前記先行地上部躯体としては地上階の鉄骨柱
を利用する。また、前記腹起しは犬走り、ベランダ、花
壇などの外溝として有効に利用できる。According to the construction underground construction method of the present invention, the excavation work of the internal ground is basically performed together with the construction of the retaining wall surrounding the construction site, and the underground construction method is used from the first floor to the underground floor. The main floor beam frame will be constructed sequentially, and the underground outer wall connecting the floor beam frame on the first floor and the floor beam frame on the basement floor will be constructed by post-cast concrete work. In this method, the characteristic feature of the present invention is that a foundation beam-like uprising connected to the mountain retaining wall is installed along the upper end of the mountain retaining wall in the ground surface portion, and the preceding construction is performed 1 By interposing a plurality of earth pressure receiving members at appropriate intervals between the preceding ground portion skeleton integral with the floor beam skeleton and the foundation beam-shaped protuberance, the first floor floor beam skeleton is connected to the mountain Along with functioning as a support for the retaining wall, an opening is formed between a side end of the first-floor floor beam frame and the retaining wall and the foundation beam-shaped bulge, and the construction of the underground outer wall is Concrete is poured from the opening, and the opening is also filled with concrete to form a frame integral with the first-floor floor beam skeleton and the underground outer wall. It is preferable that a steel column on the ground floor is used as the preceding above-ground structure. The abdomen can be effectively used as an outer groove for running dogs, balconies, flower beds and the like.
【０００８】[0008]
【発明の実施の形態】この発明による建築地下工事方法
の実施形態の一例を図１〜図３に示している。まず、構
築しようとする地下建築を取り巻く親杭横矢板による山
留壁の工事と、その内部地盤の掘削工事を進める。つま
り、適当な間隔でＨ型鋼からなる親杭１を地盤Ｇに垂直
に打ち込み、内部地盤を適宜に掘削しながら親杭１間に
横矢板２を掛け渡して山留壁を構築する。1 to 3 show an example of an embodiment of a building underground construction method according to the present invention. First, the construction of the retaining wall with the parent pile horizontal sheet pile surrounding the underground building to be constructed and the excavation work of the internal ground will be advanced. That is, the parent pile 1 made of H-shaped steel is vertically driven into the ground G at appropriate intervals, and the horizontal piles 2 are stretched between the parent piles 1 while excavating the internal ground as appropriate to construct a mountain retaining wall.
【０００９】山留壁の親杭１の上端は適当に地表面に露
出させておく。その地表面部分において、前記山留壁の
上端部に沿って、当該山留壁の親杭１の突出部分に結合
した基礎梁状の腹起し６を設置する。The upper end of the parent pile 1 of the retaining wall is appropriately exposed to the ground surface. In the ground surface portion, a foundation beam-shaped uprising 6 connected to the protruding portion of the main pile 1 of the mountain retaining wall is installed along the upper end of the mountain retaining wall.
【００１０】そして逆打工法により、まず１階の床梁躯
体３の本設工事を行い、つぎに地下１階の床梁躯体（図
示省略）の本設工事を行う。床梁躯体３は、鉄骨コンク
リート造や鉄筋鉄骨コンクリート造が望ましく、半ＰＣ
梁を用いた構造なども採用できる。この１階床梁躯体３
には鉄骨柱７が付帯して設けられている。この鉄骨柱７
を前述の先行地上部躯体として利用する。[0010] Then, firstly, the main construction of the floor beam frame 3 on the first floor is performed by the reverse hitting method, and then, the main construction of the floor beam frame (not shown) on the first basement floor is performed. The floor beam structure 3 is preferably made of steel-framed concrete or reinforced steel-framed concrete.
A structure using beams can also be adopted. This first floor floor beam frame 3
A steel frame column 7 is attached to this. This steel column 7
Is used as the above-mentioned preceding ground part frame.
【００１１】地表面部分の平面図である図２に示すよう
に、山留壁１・２および基礎梁状腹起し６の側と、先行
施工した１階床梁躯体３および鉄骨柱７との間には比較
的大きな間隔があいているが、この間隔は基礎梁状腹起
し６と鉄骨柱７との間に設けた土圧受け材８により保た
れている。つまり、山留壁にかかる大きな土圧が、山留
壁の親杭１、親杭１の上端に結合している基礎梁状腹起
し６、土圧受け材８、先行地上部躯体の鉄骨柱７および
１階床梁躯体３により受け止められる。これらの基礎梁
状腹起し６・土圧受け材８・地上部躯体（鉄骨柱７と１
階床梁躯体３）が山留壁１・２の支保工として機能して
いる。As shown in FIG. 2 which is a plan view of the ground surface portion, the side of the retaining walls 1 and 2 and the foundation beam-shaped protuberance 6, the first-story floor beam frame 3 and the steel column 7, which were previously constructed. Although there is a relatively large space between them, this space is maintained by the earth pressure receiving member 8 provided between the foundation beam-like uprising 6 and the steel column 7. That is, the large earth pressure applied to the mountain retaining wall is the main pile 1 of the mountain retaining wall, the foundation beam-like uprising 6 connected to the upper end of the parent pile 1, the earth pressure receiving material 8, the steel frame of the preceding ground part frame. It is received by the pillar 7 and the first-floor floor beam frame 3. These foundation beam-shaped protuberances 6, earth pressure receiving members 8, and ground parts (steel columns 7 and 1)
The floor beam structure 3) functions as a support for the retaining walls 1 and 2.
【００１２】また図２に示すように、鉄骨柱７は適当な
間隔で要所要所に配置されており、鉄骨柱７と基礎梁状
腹起し６との間に介在する土圧受け材８は例えば小さな
ブロック型の部材で、鉄骨柱７ごとに土圧受け材８を設
けている。つまり、多数の小さな土圧受け材８が大きな
間隔をおいて設置されている。したがって、基礎梁状腹
起し６と１階床梁躯体３の側端部との間には大きな間隔
が保たれており、この間隔部分が以下のようにコンクリ
ート打設用の開口部となる。As shown in FIG. 2, the steel columns 7 are arranged at necessary places at appropriate intervals, and an earth pressure receiving member 8 interposed between the steel columns 7 and the base beam-shaped protuberances 6 is provided. Is a small block type member, for example, in which an earth pressure receiving member 8 is provided for each steel column 7. That is, a large number of small earth pressure receiving members 8 are installed at large intervals. Therefore, a large gap is maintained between the foundation beam-shaped upholstery 6 and the side end portion of the first-floor beam frame body 3, and this gap portion serves as an opening for concrete pouring as described below. .
【００１３】さらに図３に示すように、１階床梁躯体３
の梁下部分に垂直に型枠４を設置し、構築しようとする
地下外壁５のコンクリート打設空間を形成する。もちろ
ん型枠４を設置する前に、そのコンクリート打設空間に
必要な鉄筋（図示省略）などを設置する。つまり、地下
外壁５用の鉄筋工事および型枠工事を行って、親杭１と
横矢板２それに型枠４と先行の１階床梁躯体３の側端部
に囲まれたコンクリート打設空間にコンクリートを充填
して、本設の地下外壁５を構築するのである。[0013] Further, as shown in FIG.
The formwork 4 is installed vertically below the beam to form a concrete casting space for the underground outer wall 5 to be constructed. Of course, before the formwork 4 is installed, necessary reinforcing bars (not shown) are installed in the concrete casting space. In other words, rebar work and formwork for the underground outer wall 5 are performed, and the parent pile 1, the horizontal sheet pile 2, the formwork 4, and the concrete placing space surrounded by the side ends of the preceding first-floor floor beam frame 3 are formed. The concrete underground wall 5 is constructed by filling with concrete.
【００１４】ここで、前述のコンクリート打設空間の最
上部が上方に向けて開放した大きな開口部となっている
ことが、この発明の背景の特徴なのである。つまり、適
当な間隔で土圧受け材８が存在しているものの、１階床
梁躯体３の側端部と基礎梁状腹起し６との間には大きな
開口部が形成されている。この実に大きな開口部からコ
ンクリートを打設するので、作業がきわめて楽であり、
能率がよいし、コンクリートの充填性もよい。Here, the feature of the background of the present invention is that the uppermost part of the concrete placing space is a large opening that opens upward. That is, although the earth pressure receiving members 8 are present at appropriate intervals, a large opening is formed between the side end portion of the first-floor floor beam frame 3 and the foundation beam-shaped bulge 6. Since concrete is poured from this really large opening, the work is extremely easy,
Efficiency is good and the filling property of concrete is also good.
【００１５】また図３に示すように、最終的には１階床
梁躯体３の側端部と山留壁１・２および基礎梁状腹起し
６との間隔部分（前記開口部）にもコンクリートを充填
して、１階床梁躯体３および地下外壁５と一体的につな
がった躯体としている。したがって、先行施工の１階床
梁躯体３と後施工の地下外壁５との構造的な結合性はき
わめて高くなる。また基礎梁状腹起し６は、最終的に
は、山留壁の親杭１に補強されたベランダもしくは犬走
りとして使用できる。As shown in FIG. 3, finally, at the space (the opening) between the side end of the first-story floor beam frame 3 and the retaining walls 1 and 2 and the foundation beam-shaped protuberance 6. Is also filled with concrete to form a skeleton integrally connected to the first-floor floor beam skeleton 3 and the underground outer wall 5. Therefore, the structural connectivity between the first-floor floor beam frame 3 of the preceding construction and the underground outer wall 5 of the subsequent construction is extremely high. Finally, the base beam-shaped prow 6 can be used as a veranda or a dog running on the parent pile 1 of the retaining wall.
【００１６】[0016]
【発明の効果】この発明においては、地表面部分におい
て前記山留壁の上端部に沿って当該山留壁と結合した基
礎梁状の腹起しを設置するとともに、先行施工した１階
床梁躯体と一体の先行地上部躯体と前記基礎梁状腹起し
との間に複数の土圧受け材を適当な間隔をおいて介在さ
せることで、前記１階床梁躯体を前記山留壁の支保工と
して機能させるとともに、前記１階床梁躯体の側端部と
前記山留壁および前記基礎梁状腹起しとの間に開口部を
形成する。つまり、建物の１階床梁躯体より高い位置の
先行地上部躯体と前記腹起しとの間に土圧受け材を介在
させるので、従来のようにジャッキを地下外壁を貫通し
て設ける必要がなく、このため、ジャッキの据え付け・
撤去、および撤去後の処理を必要とせず、したがって工
事の迅速化と費用の節減をはかれる。According to the present invention, a foundation beam-shaped waving that is connected to the mountain retaining wall is installed along the upper end of the mountain retaining wall at the ground surface portion, and the first-floor floor beam that is constructed in advance is installed. By interposing a plurality of earth pressure receiving members at appropriate intervals between the preceding ground part skeleton integral with the skeleton and the foundation beam-shaped protuberance, the first-floor floor beam skeleton is connected to the retaining wall of the mountain retaining wall. While functioning as a support work, an opening is formed between the side end of the first-floor floor beam skeleton and the mountain retaining wall and the foundation beam-shaped uprising. In other words, since the earth pressure receiving material is interposed between the preceding ground part frame higher than the first floor floor beam frame of the building and the bulge, it is necessary to provide a jack through the underground outer wall as in the conventional case. No, for this, jack installation
There is no need for removal and post-removal treatment, thus speeding up construction and saving costs.
【００１７】また、この発明においては、山留壁の親杭
上端に結合して設けた基礎梁状腹起しをベランダもしく
は犬走りとして有効活用できる。この場合、地下掘削時
には、すでに外溝が先行して構築されていることにな
り、作業通路として利用でき、かつ、地上工事用の足場
組み立ての基礎としても利用でき、工事の安全、迅速化
に寄与する。また、土圧受け材を設置する先行地上部躯
体として鉄骨柱を利用すれば、基礎梁状腹起しの設置レ
ベルが拘束されず、この発明を適用しやすい。Further, according to the present invention, the foundation beam-shaped uprising provided in connection with the upper end of the main pile of the retaining wall can be effectively utilized as a veranda or a dog running. In this case, at the time of underground excavation, the outer ditch has already been constructed ahead of time, and it can be used as a work passage and also as a basis for assembling scaffolds for ground work, improving safety and speeding up work Contribute. Further, if a steel column is used as the preceding ground part body for installing the earth pressure receiving material, the installation level of the foundation beam-shaped uprising is not restricted, and the present invention can be easily applied.
【図１】この発明による建築地下工事方法の実施形態の
一例を示す施工図である。FIG. 1 is a construction drawing showing an example of an embodiment of a construction underground construction method according to the present invention.
【図２】同上実施例における地表面部分の配置を示す概
略平面図である。FIG. 2 is a schematic plan view showing an arrangement of a ground surface portion in the embodiment.
【図３】同上実施例における地下外壁のコンクリートを
打設した段階の施工図である。[Fig. 3] Fig. 3 is a construction drawing at the stage of placing concrete on the underground outer wall in the same example.
１ 山留壁の親杭 ２ 山留壁の横矢板 ３ 本設の１階床梁躯体 ４ 地下外壁５用の型枠 ５ 地下外壁 ６ 基礎梁状腹起し ７ 鉄骨柱（先行地上部躯体） ８ 土圧受け材 1 Parent pile of retaining wall 2 Horizontal sheet pile of retaining wall 3 Main 1st floor beam frame 4 Formwork for underground outer wall 5 Underground outer wall 6 Base beam-shaped bulging 7 Steel column (preceding aboveground frame) 8 Earth pressure receiving material
───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 伸彦 東京都千代田区神田司町２丁目３番地 株 式会社大林組東京本社内 (72)発明者 後閑 章吉 東京都千代田区神田司町２丁目３番地 株 式会社大林組東京本社内 (72)発明者 栗栖 浩一郎 東京都清瀬市下清戸４丁目640番地 株式 会社大林組技術研究所内 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Nobuhiko Suzuki 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Co., Ltd. Obayashi-gumi Tokyo head office (72) Inventor Shokichi Gokan 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (72) Inventor Koichiro Kurisu 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute
Claims (3)
に内部地盤の掘削工事を進め、逆打工法により１階から
地下階へと本設の床躯体を順次構築し、１階の床躯体と
地下階の床躯体を結合する地下外壁を後打コンクリート
工事で構築する建築地下工事方法において、 地表面部分において前記山留壁の上端部に沿って当該山
留壁と結合した基礎梁状の腹起しを設置するとともに、
先行施工した１階床梁躯体と一体の先行地上部躯体と前
記基礎梁状腹起しとの間に複数の土圧受け材を適当な間
隔をおいて介在させることで、前記１階床梁躯体を前記
山留壁の支保工として機能させるとともに、前記１階床
梁躯体の側端部と前記山留壁および前記基礎梁状腹起し
との間に開口部を形成し、前記地下外壁の工事では前記
開口部からコンクリートを打設し、前記開口部にもコン
クリートを充填して前記１階床梁躯体および前記地下外
壁と一体の躯体とすることを特徴とする建築地下工事方
法。1. Excavation work of the inner ground together with construction of a retaining wall surrounding a building site, and a permanent floor frame is sequentially constructed from a first floor to a basement floor by a reverse striking method, and a floor frame of the first floor is constructed. In the construction underground construction method in which the underground outer wall that connects the floor structure of the basement and the basement floor is constructed by post-concrete construction work, in the ground surface part, along the upper end of the mountain retaining wall, Along with setting up a belly,
By interposing a plurality of earth pressure receiving materials at appropriate intervals between the preceding ground part frame body integrated with the first-floor floor beam structure that was constructed in advance and the foundation beam-shaped uprising, the first-floor floor beam The skeleton body functions as a support for the retaining wall, and an opening is formed between a side end of the first-floor floor beam skeleton and the retaining wall and the foundation beam-shaped bulge, and the underground outer wall is formed. In the construction, the concrete is poured from the opening, and the opening is also filled with concrete to form a structure integrated with the first-floor floor beam structure and the underground outer wall.
としては地上階の鉄骨柱を利用することを特徴とする建
築地下工事方法。2. The method according to claim 1, wherein a steel column on a ground floor is used as the preceding ground part frame.
り、ベランダ、花壇などの外溝として利用することを特
徴とする建築地下工事方法。3. The construction underground construction method according to claim 1, wherein the abdomen is used as an outer groove for running dogs, balconies, flower beds and the like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8154287A JPH101957A (en) | 1996-06-14 | 1996-06-14 | Underground construction method for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8154287A JPH101957A (en) | 1996-06-14 | 1996-06-14 | Underground construction method for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH101957A true JPH101957A (en) | 1998-01-06 |
Family
ID=15580856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8154287A Pending JPH101957A (en) | 1996-06-14 | 1996-06-14 | Underground construction method for building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH101957A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100531385B1 (en) * | 2004-09-17 | 2005-11-29 | 주식회사 한빛구조엔지니어링 | Construction method of underground structure that enables continuous retaining wall using steel wale and diaphragm effect of concrete slab |
| KR100634726B1 (en) | 2005-04-19 | 2006-10-16 | (주)한국건설공법 | Form system for construction of underground slab and method for constructing underground slab and breast wall using the same |
| KR100766956B1 (en) | 2005-04-11 | 2007-10-15 | (주)에스피에스 | Strut system of temporary retaining wall and subgrade external wall construction method utilizing the same system:SRS |
| JP2018040231A (en) * | 2016-09-09 | 2018-03-15 | 鹿島建設株式会社 | Concrete skeleton construction method |
-
1996
- 1996-06-14 JP JP8154287A patent/JPH101957A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100531385B1 (en) * | 2004-09-17 | 2005-11-29 | 주식회사 한빛구조엔지니어링 | Construction method of underground structure that enables continuous retaining wall using steel wale and diaphragm effect of concrete slab |
| KR100766956B1 (en) | 2005-04-11 | 2007-10-15 | (주)에스피에스 | Strut system of temporary retaining wall and subgrade external wall construction method utilizing the same system:SRS |
| KR100634726B1 (en) | 2005-04-19 | 2006-10-16 | (주)한국건설공법 | Form system for construction of underground slab and method for constructing underground slab and breast wall using the same |
| JP2018040231A (en) * | 2016-09-09 | 2018-03-15 | 鹿島建設株式会社 | Concrete skeleton construction method |
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