JP2573063B2 - How to build underground structures - Google Patents

How to build underground structures

Info

Publication number
JP2573063B2
JP2573063B2 JP1241765A JP24176589A JP2573063B2 JP 2573063 B2 JP2573063 B2 JP 2573063B2 JP 1241765 A JP1241765 A JP 1241765A JP 24176589 A JP24176589 A JP 24176589A JP 2573063 B2 JP2573063 B2 JP 2573063B2
Authority
JP
Japan
Prior art keywords
steel
panel
column
panels
columns
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
Application number
JP1241765A
Other languages
Japanese (ja)
Other versions
JPH03107021A (en
Inventor
優子 東方
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HIGASHIKATA YUNITSUTO KENKYUSHO KK
Original Assignee
HIGASHIKATA YUNITSUTO KENKYUSHO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HIGASHIKATA YUNITSUTO KENKYUSHO KK filed Critical HIGASHIKATA YUNITSUTO KENKYUSHO KK
Priority to JP1241765A priority Critical patent/JP2573063B2/en
Publication of JPH03107021A publication Critical patent/JPH03107021A/en
Application granted granted Critical
Publication of JP2573063B2 publication Critical patent/JP2573063B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Residential Or Office Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION 【産業上の利用分野】[Industrial applications]

本発明は、地面に堀設せる穴に、鋼製床パネル、鋼製
壁パネルおよび鋼製屋根パネルを建て込んで地下構築物
を構築する地下構築物の構築方法に関するものである。
The present invention relates to a method of constructing an underground building in which a steel floor panel, a steel wall panel, and a steel roof panel are installed in a hole to be dug in the ground to construct an underground building.

【従来の技術】[Prior art]

従来、地下構築物を構築する場合には、例えば、第5
図に示すように、地面(A)に堀設せる穴に鋼製床パネ
ル(B)、(B)、……、鋼製壁パネル(C)、
(C)、……および鋼製屋根パネル(D)、(D)、…
…を建て込んで地下構築物を構築している。
Conventionally, when constructing an underground structure, for example,
As shown in the figure, steel floor panels (B), (B), ..., steel wall panels (C),
(C), ... and steel roof panels (D), (D), ...
… Is building an underground building.

【発明が解決しようとする課題】[Problems to be solved by the invention]

上記従来の技術においては、鋼製床パネル(B)、
(B)、……、鋼製壁パネル(C)、(C)、……およ
び鋼製屋根パネル(D)、(D)、……に種々の方向か
ら土圧、地下水圧等が加わった場合に耐えられずに変形
することがあると云う問題があつた。 又、上記パネル構法とは異なる柱・梁構法にて地下構
築物を構築する技術も発明されている。 即ち、特開昭57−74435号公報に示すように、地面に
堀設せる穴の底部に基礎を構築し、該基礎上に鋼製柱、
鋼製梁等の鋼製骨組材を建て込んで鉄骨骨組を形成した
後、この鉄骨骨組に金属製パネルを取付けて地下室を構
築する技術が示されている。 しかしながら、地上とは異なり、作業のしにくい穴の
内部において、上記のように柱・梁構法にて地上構築物
を構築する場合には非常に手間がかかり、更に、別途、
基礎を構築し、該基礎上に鋼製柱を立設して、鋼製柱に
かかる力を基礎にて集中的に支持しなければならないた
め、強度的にも工数的にも不利であると共に、所望する
強度にあわせて鋼製柱の本数、立設位置等を任意に選定
したり、変更したりすることも困難であると云う問題が
あつた。 本発明は、上記従来の問題点を解消するために為され
たものであり、種々の方向から土圧、地下水圧等が加わ
った場合にも充分耐えることができ、地下構築物が変形
するおそれがない地下構築物を簡単、迅速に構築するこ
とができる構築方法を提供することを課題とするもので
ある。
In the above prior art, a steel floor panel (B),
(B),..., Steel wall panels (C), (C),... And steel roof panels (D), (D),. There is a problem that it may be unbearable and deformed. In addition, a technology for constructing an underground structure using a column / beam construction method different from the panel construction method has been invented. That is, as shown in JP-A-57-74435, a foundation is constructed at the bottom of a hole to be dug in the ground, and a steel pillar,
There is disclosed a technique in which a steel frame material such as a steel beam is erected to form a steel frame, and then a metal panel is attached to the steel frame to construct a basement. However, unlike the ground, it takes a lot of time and effort to construct the above-ground structure using the column and beam method inside a hole that is difficult to work.
Since the foundation must be constructed, steel columns must be erected on the foundation, and the forces applied to the steel columns must be intensively supported by the foundation. However, there is a problem that it is difficult to arbitrarily select or change the number of steel columns, the standing position, and the like according to the desired strength. The present invention has been made in order to solve the above-mentioned conventional problems, and can sufficiently withstand the case where earth pressure, groundwater pressure, etc. are applied from various directions, and the underground structure may be deformed. It is an object of the present invention to provide a construction method capable of easily and quickly constructing an underground building without any.

【課題を解決するための手段】[Means for Solving the Problems]

本発明は、上記課題を解決するために、地面に堀設せ
る穴の底部に鋼製床パネルを敷設し、該鋼製床パネル上
に鋼製柱を立設し、鋼製床パネルにて鋼製柱を支持し、
更に、該鋼製柱に鋼製壁パネルを取り付けると共に該鋼
製壁パネルの上方に鋼製屋根パネルを取り付けて地下構
築物を構築することを特徴とするものである。
In order to solve the above-mentioned problems, the present invention lays a steel floor panel at the bottom of a hole to be dug in the ground, and erected a steel column on the steel floor panel. Support steel columns,
Furthermore, a steel wall panel is attached to the steel pillar, and a steel roof panel is attached above the steel wall panel to construct an underground building.

【実施例】【Example】

以下、本発明を実施例として示した図面に基づいて更
に詳細に説明する。 本発明は、例えば、第1図乃至第4図に示すように、
地下構築物用空間を形成すべく地面(1)に堀設せる穴
の底部に鋼製床パネル(2)、(2)、……を敷設し、
該鋼製床パネル(2)、(2)、……の所望の位置に鋼
製柱(3)、(3)、……を立設し、鋼製床パネル
(2)、(2)、……にて鋼製柱(3)、(3)、……
を支持し、更に、該鋼製柱(3)、(3)、……の側面
部に鋼製壁パネル(4)、4)、……を、ボルト止め、
その他にて固着して取り付けると共に、該鋼製壁パネル
(4)、(4)、……の上方に鋼製屋根パネル(5)、
(5)、……を、ボルト止め、その他にて固着して取り
付けて地下構築物を構築することを特徴とする地下構築
物の構築方法に関するものである。 尚、上記本発明において、鋼製床パネル(2)、鋼製
壁パネル(4)および鋼製屋根パネル(5)としては、
例えば、第1図乃至第4図に示すように、溝型鋼、山型
鋼等の型鋼よりなるパネル枠(6)の片面又は両面に鋼
板(7)を被覆し、溶接、ビス止め、その他にて固着し
て成るパネルを使用すると良い。 又、鋼製床パネル(2)上に鋼製柱(3)を立設する
場合には、例えば、第1図乃至第4図に示すように、鋼
製柱(3)の下端部に鋼板片を溶接して取付鍔片(8)
を突設し、該取付鍔片(8)を前記鋼製床パネル(2)
のパネル枠(6)およびパネル中桟(9)上に載置して
ボルト止め(10)することによつて鋼製(3)を立設す
れば良い。 又、鋼製壁パネル(4)、(4)、……の上方に鋼製
屋根パネル(5)、(5)、……を取り付ける場合に
は、例えば、第2図および第4図に示すように、鋼製壁
パネル(4)、(4)、……の上端部に鋼製屋根パネル
(5)、(5)、……を載置し、ボルト止め、その他に
て固着して取り付けたり、鋼製柱の上端外周胴部(鋼製
壁パネルの上方に位置する外周胴部)に取付金具を突設
し、該取付金具にて鋼製屋根パネルを支持、固着して取
り付けたりすれば良い。 又、第4図において、(11)は地下構築物の上方に構
築せる地上建屋の鋼製柱であり、該地上建屋の鋼製柱
(11)は地上構築物の鋼製柱(3)の上方に連設すると
共に鋼製柱(11)、(3)の連設端部に突設せる取付鍔
片(12)、(13)を当接させ、該当接部をボルト止めし
たり、溶接したりして連結一体化すれば良い。 又、鋼製柱(3)に鋼製壁パネル(4)を取り付ける
に際して、例えば、第1図乃至第3図に示すように、鋼
製柱(3)の側面部長手方向全長にわたつて取付片(1
4)を突設し、該取付片(14)を介して鋼製壁パネル
(4)を、ボルト止め、その他にて固着して取り付ける
ようにすると、鋼製壁パネル(4)の固着作業が行ない
易く、且、前記鋼製柱(11)、(3)の外周胴部より突
出せる取付鍔片(12)(13)の突出寸法を該取付片(1
4)にて吸収することができるので、好都合である。 又、上記本発明において構築せる地下構築物は、例え
ば、第1図、第3図および第4図に示すように、以下構
築物の外周面部に埋め戻しコンクリート(15)を打設し
て仕上げると良い。
Hereinafter, the present invention will be described in more detail with reference to the drawings shown as examples. The present invention, for example, as shown in FIGS.
Steel floor panels (2), (2), ... are laid at the bottom of the holes drilled in the ground (1) to form a space for underground structures,
Steel pillars (3), (3), ... are erected at desired positions of the steel floor panels (2), (2), ..., and steel floor panels (2), (2), …… steel columns (3), (3), ……
, And bolted steel wall panels (4), 4),... To the side surfaces of the steel columns (3), (3),.
In addition to being fixedly attached by other means, a steel roof panel (5) is provided above the steel wall panels (4), (4),.
(5) The present invention relates to a method for constructing an underground building, characterized in that the underground building is constructed by attaching and fixing bolts or the like with bolts or the like. In the present invention, the steel floor panel (2), the steel wall panel (4) and the steel roof panel (5) include
For example, as shown in FIGS. 1 to 4, one or both sides of a panel frame (6) made of a mold steel such as a channel steel or an angle steel are coated with a steel plate (7), and are welded, screwed, or the like. It is advisable to use a fixed panel. When a steel column (3) is erected on a steel floor panel (2), for example, as shown in FIGS. 1 to 4, a steel plate (3) is attached to the lower end of the steel column (3). Weld the pieces and attach the flange pieces (8)
And the mounting flange piece (8) is attached to the steel floor panel (2).
The steel (3) may be erected by placing it on the panel frame (6) and the panel middle rail (9) and bolting (10). When the steel roof panels (5), (5),... Are mounted above the steel wall panels (4), (4),. , Steel roof panels (5), (5),... Are placed on the upper ends of the steel wall panels (4), (4),. Alternatively, a mounting bracket may be protruded from the outer peripheral body of the upper end of the steel column (the outer peripheral body located above the steel wall panel), and the steel roof panel may be supported, fixed and mounted by the mounting metal. Good. In FIG. 4, (11) is a steel column of the above-ground building which can be constructed above the underground building, and the steel column (11) of the above-mentioned building above the steel column (3) of the above-mentioned building. Attach the mounting flange pieces (12) and (13) projecting to the continuous ends of the steel columns (11) and (3) as well as the steel columns (11) and (3). Then, it may be connected and integrated. When attaching the steel wall panel (4) to the steel pillar (3), for example, as shown in FIGS. 1 to 3, the steel wall panel (3) is attached along the entire length of the steel pillar (3) in the longitudinal direction of the side surface. Piece (1
4), the steel wall panel (4) is fixed by bolting or other means through the mounting piece (14), and then the steel wall panel (4) is fixed. The projecting dimensions of the mounting flange pieces (12) and (13) protruding from the outer peripheral body of the steel columns (11) and (3) are adjusted to the mounting pieces (1).
It is convenient because it can be absorbed in 4). The underground structure constructed in the present invention may be finished by placing backfill concrete (15) on the outer peripheral surface of the structure as shown in FIGS. 1, 3 and 4, for example. .

【発明の効果】【The invention's effect】

上記のように、本発明は地面に堀設せる穴の底部に鋼
製床パネルを敷設し、該鋼製床パネル上に鋼製柱を立設
し、鋼製床パネルにて鋼製柱を支持し、更に、該鋼製柱
に鋼製壁パネルを取り付けると共に該鋼製壁パネルの上
方に鋼製屋根パネルを取り付けて地下構築物を構築して
いるので、上記鋼製床パネル上に立設した鋼製柱によつ
て地下構築物の機械的強度を著しく向上させることがで
き、且つ、該鋼製柱にかかる力を鋼製床パネル全体で分
散して支持することができるため、別途、基礎を構築
し、該基礎上に鋼製柱を立設して、鋼製柱にかかる力を
基礎にて集中的に支持する場合に比して、強度的にも、
工数的にも有利であると共に、所望する強度に合わせて
鋼製柱の本数、立設位置等を任意に選定したり、変更し
たりして鋼製柱を立設することができ、従って、種々の
方向から土圧、地下水圧等が加わった場合にも充分耐え
ることができ、地下構築物が変形するおそれがない地下
構築物を簡単、迅速に構築することができる。
As described above, according to the present invention, a steel floor panel is laid at the bottom of a hole to be dug in the ground, a steel column is erected on the steel floor panel, and a steel column is formed on the steel floor panel. Support, and a steel wall panel is attached to the steel pillar and a steel roof panel is attached above the steel wall panel to construct an underground structure. Since the mechanical strength of the underground structure can be significantly improved by the steel columns and the force applied to the steel columns can be dispersed and supported by the entire steel floor panel, Is constructed, a steel column is erected on the foundation, and compared to the case where the force applied to the steel column is intensively supported by the foundation, also in terms of strength,
In addition to being advantageous in terms of man-hours, the number of steel columns, the standing position, and the like can be arbitrarily selected or changed according to the desired strength, so that the steel columns can be erected, and accordingly, It can withstand even when earth pressure, underground water pressure, etc. are applied from various directions, and can easily and quickly construct an underground structure without the risk of deformation of the underground structure.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本発明の一実施例の横断面図、第2図は同実施
例の要部拡大分解斜視図、第3図は同実施例の要部拡大
横断面図、第4図は同実施例の要部拡大縦断面図、第5
図は従来例の略縦断面図である。 1……地面、2……鋼製床パネル、3……鋼製柱、4…
…鋼製壁パネル、5……鋼製屋根パネル。
FIG. 1 is a cross-sectional view of one embodiment of the present invention, FIG. 2 is an enlarged exploded perspective view of a main part of the embodiment, FIG. 3 is an enlarged cross-sectional view of a main part of the embodiment, and FIG. Enlarged vertical cross-sectional view of a main part of an embodiment, FIG.
The figure is a schematic vertical sectional view of a conventional example. 1 ... ground, 2 ... steel floor panels, 3 ... steel columns, 4 ...
... Steel wall panels, 5 ... Steel roof panels.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】地面に堀設せる穴の底部に鋼製床パネルを
敷設し、該鋼製床パネル上に鋼製柱を立設し、鋼製床パ
ネルにて鋼製柱を支持し、更に、該鋼製柱に鋼製壁パネ
ルを取り付けると共に該鋼製壁パネルの上方に鋼製屋根
パネルを取り付けて地下構築物を構築することを特徴と
する地下構築物の構築方法。
1. A steel floor panel is laid at the bottom of a hole to be dug on the ground, a steel column is erected on the steel floor panel, and the steel column is supported by the steel floor panel. Further, a method of constructing an underground structure, comprising attaching a steel wall panel to the steel column and attaching a steel roof panel above the steel wall panel to construct an underground structure.
JP1241765A 1989-09-20 1989-09-20 How to build underground structures Expired - Lifetime JP2573063B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1241765A JP2573063B2 (en) 1989-09-20 1989-09-20 How to build underground structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1241765A JP2573063B2 (en) 1989-09-20 1989-09-20 How to build underground structures

Publications (2)

Publication Number Publication Date
JPH03107021A JPH03107021A (en) 1991-05-07
JP2573063B2 true JP2573063B2 (en) 1997-01-16

Family

ID=17079196

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1241765A Expired - Lifetime JP2573063B2 (en) 1989-09-20 1989-09-20 How to build underground structures

Country Status (1)

Country Link
JP (1) JP2573063B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6043500B2 (en) * 1980-10-25 1985-09-28 隆二 高瀬 How to build a basement

Also Published As

Publication number Publication date
JPH03107021A (en) 1991-05-07

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