JPH0367169B2 - - Google Patents
Info
- Publication number
- JPH0367169B2 JPH0367169B2 JP60227818A JP22781885A JPH0367169B2 JP H0367169 B2 JPH0367169 B2 JP H0367169B2 JP 60227818 A JP60227818 A JP 60227818A JP 22781885 A JP22781885 A JP 22781885A JP H0367169 B2 JPH0367169 B2 JP H0367169B2
- Authority
- JP
- Japan
- Prior art keywords
- enclosure
- wall
- concrete
- steel plate
- site
- 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.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 238000010276 construction Methods 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000010865 sewage Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は敷地が狭隘な市街地の敷地における建
造物の地下室の構築方法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method of constructing a basement of a building on a narrow urban site.
(従来の技術)
敷地が隣家並に公道に隣接した狭隘な敷地に地
下室を構築する際、敷地の周囲にシートパイルを
打込んで隣接地の土砂の崩壊を防止しながら、同
シートパイルで囲繞された土砂の掘削を行ない、
掘削完了後に建物の基礎、柱、梁及び壁を施工
し、しかるのちシートパイル列と隣接地の間の空
間の埋戻しを行ない、同埋戻作業の完了後、シー
トパイルを引抜くか、または埋殺している。(Conventional technology) When constructing a basement on a narrow site adjacent to a public road, the site is similar to that of a neighboring house, and sheet piles are placed around the site to prevent landslides from collapsing on the adjacent site. We excavated the soil that had been
After the excavation is completed, the foundation, columns, beams and walls of the building are constructed, and then the space between the row of sheet piles and the adjacent land is backfilled, and after the backfilling work is completed, the sheet piles are pulled out, or Buried to death.
(発明が解決しようとする問題点)
前記従来の工法においては、地下室を敷地内に
最大限の広さに構築しようとするため、シートパ
イルが隣接地に近接して打込まれることとなり、
その打込作業に伴なう振動のため、隣家との間に
トラブルを生起し、またシートパイルの引抜時に
非常な手間と動力とを要する。(Problems to be Solved by the Invention) In the conventional construction method described above, sheet piles are driven close to the adjacent land in order to construct the basement as wide as possible within the site.
The vibrations caused by the driving work cause problems with neighboring houses, and it takes a great deal of effort and power to pull out the sheet piles.
(問題点を解決するための手段)
本発明はこのような問題点を解決するために提
案されたもので、内側面に所定間隔毎に間柱が配
設された複数の外壁鋼板を所要の敷地に搬入して
鋼製凾体を組立て、次いで前記外壁鋼板内側にお
ける相隣る間柱間に所要の配筋をしたのち、同各
間柱の内側面に亘つて内壁板を取付け、次いで同
内壁板と前記外壁鋼板との間にコンクリートを打
設して鋼板コンクリート凾体を構築し、次いで同
凾体内部土砂を掘削して地盤内の所定深度まで同
凾体を沈降したのち、同凾体底部に基礎コンクリ
ートを打設することを特徴とする地下室の構築工
法に係るものである。(Means for Solving the Problems) The present invention was proposed to solve the above problems, and it is possible to install a plurality of external wall steel plates with studs arranged at predetermined intervals on the inner surface of the steel plate on the required site. After that, the required reinforcement was placed between the adjacent studs on the inside of the steel plate of the outer wall, and the inner wall plate was installed across the inner surface of each stud. A steel plate-concrete enclosure is constructed by pouring concrete between the outer wall steel plates, and then the earth and sand inside the enclosure is excavated to sink the enclosure to a predetermined depth in the ground. This relates to a basement construction method characterized by pouring foundation concrete.
(作用)
本発明においては内側面に所定間隔毎に間柱が
配設された複数の外壁鋼板を所要の敷地に搬入
し、これら外壁鋼板を組立てて鋼製凾体を形成
し、同凾体における外壁板とその内側における相
隣る間柱間に形成された空間に所要の配筋を施し
たのち、前記各間柱の内側面に亘つて内壁板を取
付け、内外両壁板と間柱との間に形成された空間
にコンクリートを打設することによつて鋼板コン
クリート製凾体を構築するものである。(Function) In the present invention, a plurality of exterior wall steel plates with studs arranged at predetermined intervals on the inner surface are carried to a required site, these exterior wall steel plates are assembled to form a steel enclosure, and the enclosure is After placing the required reinforcement in the space formed between the exterior wall board and the adjacent studs on the inside thereof, the interior wall board is installed across the inside surface of each of the studs, and the space between both the inside and outside wall boards and the studs is installed. A steel plate concrete enclosure is constructed by pouring concrete into the created space.
かくして構築された鋼板コンクリート製凾体の
内部土砂を掘削することによつて、同凾体を敷地
内地盤に徐々に沈降させ、所定深度まで沈降する
と、前記凾体底部に基礎コンクリートを打設して
地下室を構築するものである。 By excavating the soil inside the steel plate concrete case constructed in this way, the case is gradually settled into the ground within the site, and when it has settled to a predetermined depth, foundation concrete is poured at the bottom of the case. The purpose is to construct a basement.
(発明の効果)
本発明によれば前記したように、敷地に内側面
に間柱を有する外壁鋼板と、同間柱に取付けられ
た内壁板との間にコンクリートを打設して鋼板コ
ンクリート製凾体を組立て、同凾体内部の土砂を
掘削して同凾体を地盤内の所要深度まで沈降せし
めて地下室躯体を構築するようにしたので無騒
音、無振動で隣接地に悪影響を及ぼすことがな
い。(Effects of the Invention) According to the present invention, as described above, concrete is poured between the outer wall steel plate having studs on the inner surface of the site and the inner wall plate attached to the studs to form a steel plate concrete enclosure. The basement frame is constructed by assembling the basement, excavating the earth and sand inside the enclosure, and allowing the enclosure to settle to the required depth in the ground.Therefore, there is no noise, no vibration, and there is no negative impact on adjacent land. .
この際前記凾体の外郭部は内側面に間柱の配設
された複数の外壁鋼板を敷地に搬入して同各鋼板
を組立てて構成されるので、敷地に至る道路事情
の悪い個所でも施工が可能となる。 At this time, the outer shell of the enclosure is constructed by transporting a plurality of exterior wall steel plates with studs on the inner side to the site and assembling the steel plates, so construction can be carried out even in areas with poor road conditions leading to the site. It becomes possible.
また前記外壁鋼板内側に配設された間柱間に形
成された空間を配筋用の空間の他に、配管、配線
用空間として利用できる。 Further, the space formed between the studs arranged inside the outer wall steel plate can be used not only as a space for reinforcing but also as a space for piping and wiring.
更に本発明によれば前記鋼板コンクリート製凾
体の内壁板はそのまま地下室の内壁として利用さ
れる。 Further, according to the present invention, the inner wall plate of the steel plate concrete enclosure can be used as is as an inner wall of a basement.
更にまた前記凾体のコンクリート躯体部外周面
には外壁鋼板が被覆されているので、外部汚水や
地下水等がコンクリート躯体部を通して室内側に
進入するのを防止させるものである。 Furthermore, since the outer circumferential surface of the concrete frame portion of the enclosure is covered with an outer wall steel plate, it is possible to prevent external sewage, underground water, etc. from entering the indoor side through the concrete frame portion.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
A,A′,B,B′,C,C′は外壁鋼板1の内側
面に所定間隔毎に溝型断面の間柱2の外側フラン
ジが溶接等によつて固着された凾体ユニツトで、
敷地内に搬入されたのち相隣る各ユニツトを溶着
することによつて鋼製凾体が組立てられる。 A, A', B, B', C, and C' are housing units in which outer flanges of studs 2 with grooved cross sections are fixed by welding or the like at predetermined intervals on the inner surface of the outer wall steel plate 1.
After being transported to the site, the steel enclosure is assembled by welding adjacent units together.
なお必要に応じて間柱2の内腔部に所要の配
管、配線を施し、保護板3で遮蔽する。 Note that, if necessary, necessary piping and wiring are provided in the inner cavity of the stud 2 and shielded with a protection plate 3.
次いで相隣る間柱2,2間において縦横鉄筋
4,4′を配筋し、しかるのち前記各間柱2の内
側フランジに亘つて内壁板5を取付ける。 Next, vertical and horizontal reinforcing bars 4, 4' are arranged between the adjacent studs 2, 2, and then an inner wall board 5 is attached over the inner flanges of each of the studs 2.
第3図は内外壁の下底部を示し、内壁板5の下
端部5aは、後で施工されるべた基礎の厚みだけ
外壁鋼板1より短かく形成されている。 FIG. 3 shows the lower bottom parts of the inner and outer walls, and the lower end 5a of the inner wall plate 5 is formed to be shorter than the outer wall steel plate 1 by the thickness of the solid foundation that will be constructed later.
また前記縦鉄筋4にはL型鉄筋4aを継接し
て、その水平部を後から施工されるべた基礎内に
突入するようにしておく。 Further, an L-shaped reinforcing bar 4a is connected to the vertical reinforcing bar 4 so that its horizontal part extends into the solid foundation that will be constructed later.
かくして内外壁板間の配筋が完了すると、前記
内壁板5の下底部空間を外壁鋼板1の下端面に達
する垂直の堰板6で封塞し、外壁鋼板1と内壁板
5との間に形成された空間にコンクリート7を打
設して鋼板コンクリート凾体Pを構成する。 When the reinforcement between the inner and outer wall plates is thus completed, the bottom space of the inner wall plate 5 is sealed with a vertical weir plate 6 that reaches the lower end surface of the outer wall steel plate 1, and a space between the outer wall steel plate 1 and the inner wall plate 5 is closed. Concrete 7 is poured into the formed space to form a steel plate concrete enclosure P.
次いで同凾体Pの内部土砂を掘削して同凾体P
を徐々に沈降させ、同凾体Pが地盤内の所定のレ
ベルLまで沈降すると前記堰板6を撤去し、同凾
体P内にべた基礎コンクリート8を打設して、敷
地一杯に地下室を構築する。 Next, the internal soil of the same body P is excavated to form the same body P.
When the container P settles down to a predetermined level L in the ground, the weir plate 6 is removed, solid foundation concrete 8 is placed inside the container P, and a basement is built to fill the site. To construct.
以下従来と同様、地下室内に本建築用の基礎、
柱、梁を築造する。 As before, the foundation for the main building will be installed in the basement.
Build columns and beams.
なお地下室内にある内壁板5は本建築用内壁に
転用できる。 Note that the inner wall board 5 in the basement can be used as an inner wall for the main building.
前記実施例の方法によれば敷地までの道路事情
が悪く、敷地も狭隘な市街地においても、敷地一
杯に地下室を無振動、無騒音の下に施工でき、ま
た外壁鋼板1によつて地下室のコンクリート躯体
が被覆されているので、外壁鋼板1に防錆処理を
施しておくことによつて地下水や外部汚水が室内
側に進入するのを防止しうるものである。 According to the method of the above embodiment, even in urban areas where the road conditions leading to the site are poor and the site is narrow, it is possible to construct a basement throughout the site without vibration or noise. Since the frame is coated, by applying rust prevention treatment to the outer wall steel plate 1, it is possible to prevent underground water and external sewage from entering the indoor side.
以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で種
種の設計の改変を施しうるものである。 Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various designs without departing from the spirit of the present invention. .
第1図は本発明の方法によつて構築される地下
室の躯体を構成する鋼板コンクリート凾体を示す
横断平面図、第2図はその部分拡大図、第3図は
地下室下底部を示す縦断側面図、第4図は鋼製凾
体の横断平面図である。
1……外壁鋼板、2……間柱、7……コンクリ
ート、8……べた基礎コンクリート、A,A′,
B,B′,C,C′……凾体ユニツト、P……鋼板コ
ンクリート凾体。
Fig. 1 is a cross-sectional plan view showing a steel plate concrete enclosure that constitutes the framework of a basement constructed by the method of the present invention, Fig. 2 is a partially enlarged view thereof, and Fig. 3 is a longitudinal cross-sectional side view showing the lower base of the basement. FIG. 4 is a cross-sectional plan view of the steel case. 1... Exterior wall steel plate, 2... Stud, 7... Concrete, 8... Solid foundation concrete, A, A',
B, B', C, C'... enclosure unit, P... steel plate concrete enclosure.
Claims (1)
の外壁鋼板を所要の敷地に搬入して鋼製凾体を組
立て、次いで前記外壁鋼板内側における相隣る間
柱間に所要の配筋をしたのち、同各間柱の内側面
に亘つて内壁板を取付け、次いで同内壁板と前記
外壁鋼板との間にコンクリートを打設して鋼板コ
ンクリート凾体を構築し、次いで同凾体内部土砂
を掘削して地盤内の所定深度まで同凾体を沈降し
たのち、同凾体底部に基礎コンクリートを打設す
ることを特徴とする地下室の構築工法。1. A plurality of exterior wall steel plates with studs arranged at predetermined intervals on the inside surface are transported to the required site, a steel enclosure is assembled, and then the required reinforcement is arranged between adjacent studs on the inside of the exterior wall steel plates. After that, an inner wall plate was installed across the inner surface of each stud, concrete was poured between the inner wall plate and the outer wall steel plate to construct a steel plate concrete enclosure, and the earth and sand inside the enclosure was then poured. A construction method for a basement, which is characterized by excavating and settling the box to a predetermined depth in the ground, and then pouring foundation concrete at the bottom of the box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60227818A JPS6290447A (en) | 1985-10-15 | 1985-10-15 | Construction work of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60227818A JPS6290447A (en) | 1985-10-15 | 1985-10-15 | Construction work of basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6290447A JPS6290447A (en) | 1987-04-24 |
| JPH0367169B2 true JPH0367169B2 (en) | 1991-10-22 |
Family
ID=16866853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60227818A Granted JPS6290447A (en) | 1985-10-15 | 1985-10-15 | Construction work of basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6290447A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH073072B2 (en) * | 1988-03-01 | 1995-01-18 | 株式会社スリー・ユー | Construction method of all underground type underground structure |
-
1985
- 1985-10-15 JP JP60227818A patent/JPS6290447A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6290447A (en) | 1987-04-24 |
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