JPH073072B2 - Construction method of all underground type underground structure - Google Patents
Construction method of all underground type underground structureInfo
- Publication number
- JPH073072B2 JPH073072B2 JP63045813A JP4581388A JPH073072B2 JP H073072 B2 JPH073072 B2 JP H073072B2 JP 63045813 A JP63045813 A JP 63045813A JP 4581388 A JP4581388 A JP 4581388A JP H073072 B2 JPH073072 B2 JP H073072B2
- Authority
- JP
- Japan
- Prior art keywords
- underground
- underground structure
- floor
- reinforcing
- concrete
- 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 - Fee Related
Links
Description
本発明は、地中に地下室、その他の全地下式地下構築物
を構築する方法に係る。The present invention relates to a method of constructing an underground room or other all-underground underground structure in the ground.
【従来の技術】 従来、地中に地下室、その他の全地下式地下構築物を構
築する場合には、地面に全地下式地下構築物形成用穴を
堀設し、該全地下式地下構築物形成用穴の内周面部の土
砂崩れを防止するために、該内周面部に型枠パネルを立
設し、該型枠パネル間に鉄筋の如き筋材を配設すると共
にコンクリートを打設して山留め工事を施した後、該全
地下式地下構築物形成用穴の内部に地下構築物の柱材を
立設すると共に該柱材の下部間に床梁材を架設し、該床
梁材架設面近傍に筋材を配設してコンクリートを打設す
ることにより床下地を形成すると共に、前記柱材の内面
および外面に壁パネルを張設し、以下、常法に従って前
記柱材の上端部に屋根パネルを張設すると共に床下地上
に床仕上げ材を張設して全地下式地下構築物を構築して
いる。2. Description of the Related Art Conventionally, when constructing a basement or other all-underground underground structure in the ground, a hole for all-underground underground structure formation is dug in the ground, and the all-underground underground structure formation hole is formed. In order to prevent the landslide of the inner peripheral surface of the, a formwork panel is erected on the inner peripheral surface, and a reinforcing material such as a reinforcing bar is arranged between the formwork panels, and concrete is placed to carry out the mountain retaining work. After this, the pillar material of the underground structure is erected inside the all-underground type underground structure forming hole, and the floor beam material is erected between the lower portions of the pillar material, and the reinforcement member is provided near the floor beam material installation surface. To form a floor base by placing concrete, and wall panels are stretched on the inner surface and outer surface of the pillar material, and a roof panel is stretched on the upper end portion of the pillar material according to a conventional method. Along with the construction, a floor finishing material is stretched over the floor base to construct an all-underground underground structure. It
【発明が解決しようとする課題】 上記従来の技術においては、全地下式地下構築物形成用
穴の内周面部に筋材を配設すると共にコンクリートを打
設して山留め工事を施すのに手間がかかり、又、山留め
工事に使用した筋材およびコンクリートは地下構築物の
構成材料とは、無関係に別途必要なため経済的にも不経
済であると云う問題があった。 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、地下構築物の壁下地を山留め材として兼用
することによつて手間のかかる山留め工事を省略するこ
とができると共に経済的にも材料が無駄にならず、きわ
めて合理的な全地下式地下構築物の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-mentioned conventional techniques, it is troublesome to dispose the reinforcing material on the inner peripheral surface of the all-underground underground structure forming hole and to pour the concrete to carry out the mountain retaining work. In addition, there is a problem in that the reinforcing material and concrete used for the earth retaining work are economically uneconomical because they are separately required regardless of the constituent materials of the underground structure. The present invention has been made to solve the above-mentioned conventional problems, and by using the wall foundation of the underground structure also as a mountain retaining material, it is possible to omit a troublesome mountain retaining work and it is economical. Moreover, it is an object to provide an extremely rational method for constructing an all-underground underground structure without wasting materials.
本発明は、上記課題を解決するために、全地下式地下構
築物を構築するための凹所を形成すべく地面に全地下式
地下構築物形成用穴を堀設し、該全地下式地下構築物形
成用穴の内部に地下構築物の骨組みを構成する複数本の
柱材を立設すると共に該柱材の下部間に床梁材を架設
し、該床梁材近傍に鉄筋の如き筋材を配設してコンクリ
ートを打設することにより床下地を形成すると共に、前
記柱材の内面および外面に型枠パネルを張設し、該型枠
パネル間に鉄筋の如き筋材を配設してコンクリートを打
設することにより山留め兼用の壁下地を形成することを
特徴とするものである。In order to solve the above-mentioned problems, the present invention forms an all-underground type underground structure forming hole in the ground to form a recess for constructing an all-underground type underground structure, and forms the all-underground type underground structure. A plurality of pillars that form the framework of the underground structure are erected inside the hole, and a floor beam is erected between the lower parts of the pillars, and reinforcements such as reinforcing bars are arranged near the floor beam. And form a floor base by casting concrete, formwork panels are stretched on the inner and outer surfaces of the pillar material, and a reinforcing material such as a reinforcing bar is arranged between the formwork panels to form concrete. It is characterized in that a wall base also serving as a mountain retaining is formed by driving.
以下、本発明を実施例に基づいて更に詳細に説明する。 本発明は、例えば、第１図および第２図に示すように、
全地下式地下構築物を構築するための凹所を形成すべく
地面に全地下式地下構築物形成用穴を堀設し（図示せ
ず）、該全地下式地下構築物形成用穴の内部に地下構築
物の骨組みを構成する複数本の型鋼よりなる柱材１、
１、…を立設すると共に該柱材１、１、…の下部間に型
鋼よりなる床梁材２、２、…を架設し、該床梁材２、
２、…架設面近傍に鉄筋の如き筋材３、３、…を縦横に
配設してコンクリート４を打設することにより床下地５
を形成すると共に、前記柱材１、１、…の内面および外
面に型枠パネル６、６を張設し、該型枠パネル６、６間
に鉄筋の如き筋材７、７、…を縦横に配設してコンクリ
ート８を打設することにより山留め兼用の壁下地９を形
成することを特徴とする全地下式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、柱材１、床梁材２としては、
例えば、Ｈ型鋼、コ字型鋼、Ｉ型鋼、Ｌ型鋼等の型鋼を
使用すれば良い。 又、筋材３、７としては、例えば、鉄筋を縦横に格子状
に並設、結束したものや、多数の孔を穿設した孔あき鋼
板を使用すれば良い。 又、型枠パネル６としては、例えば、発泡ポリスチロー
ル、発泡ポリウレタン等を裏打ちしたベニヤ板、合板、
合成樹脂板等を使用すれば良い。Hereinafter, the present invention will be described in more detail based on examples. The present invention, for example, as shown in FIG. 1 and FIG.
An all-underground type underground structure forming hole is dug in the ground to form a recess for constructing the all-underground type underground structure (not shown), and the underground structure is formed inside the all-underground type underground structure forming hole. A column member 1 made of a plurality of shaped steels that constitutes the frame of
, Are erected, and floor beam members 2, 2, ... Made of shaped steel are erected between the lower portions of the column members 1, 1 ,.
2, ... Reinforcing materials such as reinforcing bars 3, 3, ... Are arranged vertically and horizontally in the vicinity of the erection surface, and concrete 4 is poured into the floor base 5
, And form panels 6 and 6 are stretched on the inner and outer surfaces of the pillars 1, 1, ..., And between the form panels 6 and 6, reinforcing members such as reinforcing bars 7, 7 ,. The present invention relates to a method for constructing an all-underground underground structure, characterized in that a wall foundation 9 also serving as a mountain retaining is formed by arranging the concrete 8 and pouring concrete 8 therein. In addition, in the said invention, as the pillar material 1 and the floor beam material 2,
For example, H-shaped steel, U-shaped steel, I-shaped steel, L-shaped steel and the like may be used. Further, as the reinforcing members 3 and 7, it is possible to use, for example, reinforcing rods arranged side by side in a grid pattern in a matrix form and bound together, or perforated steel plates having a large number of holes. Further, as the mold panel 6, for example, a plywood board, a plywood board lined with foamed polystyrene, polyurethane foam, or the like,
A synthetic resin plate or the like may be used.
上記のように、本発明は、地面に全地下式地下構築物形
成用穴を堀設し、該全地下式地下構築物形成用穴の内部
に地下構築物の柱材を立設すると共に該柱材の下部間に
床梁材を架設し、該床梁材架設面近傍に筋材を配設して
コンクリートを打設することにより床下地を形成すると
共に、前記柱材の内面および外面に型枠パネルを張設
し、該型枠パネル間に筋材を配設してコンクリートを打
設することにより山留め兼用の壁下地を形成しているの
で、壁下地を山留め材として兼用することができ、従っ
て、壁下地を形成すると同時に山留め工事も完了したこ
とになり、従来のような手間のかかる山留め工事を省略
することができると共に、地下構築物の構成材料とは無
関係に別途山留め工事用の筋材およびコンクリートを使
用する必要がなく、経済的にも材料が無駄にならず、き
わめて合理的である。As described above, the present invention digs an all-underground underground structure forming hole on the ground, and erected a pillar material of the underground structure inside the all-underground underground structure forming hole, and A floor beam is erected between the lower parts, a floor material is formed by placing a reinforcing material near the floor beam erection surface and placing concrete, and a form panel is formed on the inner surface and the outer surface of the pillar material. Is stretched, and a reinforcing material is placed between the formwork panels to form concrete to form a wall foundation that also serves as a mountain retaining material. Therefore, the wall foundation can also be used as a mountain retaining material. As soon as the wall foundation is formed, the earth retaining work has also been completed, and the conventional labor-intensive earth retaining work can be omitted. No need to use concrete, Material is not wasted already manner also, is very reasonable.
第１図は本発明の一実施例の要部横断面図、第２図は同
実施例の要部縦断面図である。 １……柱材、２……床梁材、3,7……筋材、4,8……コン
クリート、５……床下地、６……型枠パネル、９……壁
下地。FIG. 1 is a horizontal sectional view of an essential part of an embodiment of the present invention, and FIG. 2 is a vertical sectional view of an essential part of the same embodiment. 1 ... Pillar material, 2 ... Floor beam material, 3,7 ... Reinforcing material, 4,8 ... Concrete, 5 ... Floor base material, 6 ... Formwork panel, 9 ... Wall base material.
Claims (1)
し、該全地下式地下構築物形成用穴の内部に地下構築物
の柱材を立設すると共に該柱材の下部間に床梁材を架設
し、該床梁材架設面近傍に筋材を配設してコンクリート
を打設することにより床下地を形成すると共に、前記柱
材の内面および外面に型枠パネルを張設し、該型枠パネ
ル間に筋材を配設してコンクリートを打設することによ
り山留め兼用の壁下地を形成することを特徴とする全地
下式地下構築物の構築方法。1. An all-underground type underground structure forming hole is dug in the ground, a pillar material for the underground structure is erected inside the all-underground type underground structure forming hole, and a floor is provided between the lower parts of the pillar members. A beam material is erected, and a floor material is formed by placing a reinforcing material near the floor beam material installation surface and placing concrete, and a form panel is stretched on the inner surface and the outer surface of the pillar material. A method for constructing an all-underground underground structure, characterized in that a wall material also serving as a mountain retaining is formed by arranging a reinforcing material between the formwork panels and placing concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63045813A JPH073072B2 (en) | 1988-03-01 | 1988-03-01 | Construction method of all underground type underground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63045813A JPH073072B2 (en) | 1988-03-01 | 1988-03-01 | Construction method of all underground type underground structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01223221A JPH01223221A (en) | 1989-09-06 |
| JPH073072B2 true JPH073072B2 (en) | 1995-01-18 |
Family
ID=12729693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63045813A Expired - Fee Related JPH073072B2 (en) | 1988-03-01 | 1988-03-01 | Construction method of all underground type underground structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH073072B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100401330B1 (en) * | 2001-05-04 | 2003-10-17 | 주식회사 정진종합엔지니어링건축사사무소 | A method of construction for earth-protection walls of building |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6030819B2 (en) * | 1980-12-29 | 1985-07-18 | ミサワホ−ム株式会社 | building substructure |
| JPS6290447A (en) * | 1985-10-15 | 1987-04-24 | Kunimitsu Miwa | Construction work of basement |
-
1988
- 1988-03-01 JP JP63045813A patent/JPH073072B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01223221A (en) | 1989-09-06 |
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|---|---|---|---|
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