JPH041331A - Construction of underground structure - Google Patents
Construction of underground structureInfo
- Publication number
- JPH041331A JPH041331A JP2100518A JP10051890A JPH041331A JP H041331 A JPH041331 A JP H041331A JP 2100518 A JP2100518 A JP 2100518A JP 10051890 A JP10051890 A JP 10051890A JP H041331 A JPH041331 A JP H041331A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- steel plate
- frame
- wall
- fixed
- 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
- 238000010276 construction Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 238000000034 method Methods 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims description 15
- 238000003466 welding Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、地面に堀設せる穴に床パネル、壁パネルおよ
び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。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for constructing an underground structure by building a floor panel, wall panel, and roof panel into a hole dug in the ground. be.
［従来の技術］
従来、地下構築物を構築する場合には、第４図に示すよ
うに、地面（Ａ）に堀設せる穴に床パネル（Ｂ）、（Ｂ
）、・・・、壁パネル（Ｃ）、（Ｃ）・・・、および屋
根パネル（Ｄ）、（Ｄ）、・・・を建て込んで地下構築
物を構築している。[Prior Art] Conventionally, when constructing an underground structure, as shown in Fig. 4, floor panels (B), (B) are inserted into a hole dug in the ground (A).
), . . . , wall panels (C), (C) . . . , and roof panels (D), (D), . . . are installed to construct an underground structure.
上記従来の技術においては、床パネル（Ｂ）、壁パネル
（Ｃ）および屋根パネル（Ｄ）として、第５図に示すよ
うに１、型鋼よりなる枠材（Ｅ）にて四周を囲んで溶接
一体部して形成せるパネル枠（Ｆ）の表面に鋼板（Ｇ）
を張設して形成せるパネルを使用しているが、型鋼より
なる枠材（Ｅ）、（Ｅ）同志を当接して溶接一体部する
時の納まりが悪いため、枠材（Ｅ）、（Ｅ）の端部を当
接し易いように加工する必要があり、更に加うるに、床
パネル（Ｂ）上に壁パネル（Ｃ）を載置して建て込んだ
り、壁パネル（Ｃ）の上端部に屋根パネル（Ｄ）を載置
しで建て込んだりする時に、枠材（Ｅ）が変形しないよ
うにするために、肉厚の大なる型鋼を使用する必要があ
るが、該肉厚の大なる型鋼を使用した場合には、パネル
の重量が大になり、地面（Ａ）に堀設せる穴に建て込む
時の作業性が悪いと云う問題があった。In the above conventional technology, as shown in FIG. A steel plate (G) is placed on the surface of the panel frame (F) that is formed as an integral part.
However, when the frame materials (E) and (E) made of shaped steel are brought into contact with each other and welded together, it is difficult to fit the frame materials (E) and (E) together. It is necessary to process the ends of E) so that they can be easily abutted, and in addition, it is necessary to place the wall panel (C) on the floor panel (B) and erect it, or to remove the top edge of the wall panel (C). In order to prevent the frame material (E) from deforming when the roof panel (D) is placed on the roof panel (D) and erected, it is necessary to use a shaped steel with a large wall thickness. When a large shaped steel is used, the weight of the panel becomes large, and there is a problem in that the workability when installing it into a hole to be dug in the ground (A) is poor.
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、枠材の端部を特別に加工することなくパネ
ル枠を形成することができ、更に加うるに、重量の大な
るパネルを使用する必要がなく、作業性が良好な地下構
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
。The present invention has been made to solve the above-mentioned conventional problems, and it is possible to form a panel frame without special processing the edges of the frame material. It is an object of the present invention to provide a method for constructing an underground structure that does not require the use of different panels and has good workability.
本発明、上記課題を解決するために、一方の対向する枠
材を型鋼にて形成すると共に他方の対向する枠材を長尺
鋼板にて形成してパネル枠となし一方、該パネル枠の表
面に鋼板を張設して壁パネルとなし、他方、該パネル枠
の表面に綱板を張設すると共に前記長尺綱板よりなる枠
材裏面部近傍に取付用鋼板を架設して床パネルおよび屋
根パネルとなし、更に、地面に堀設せる穴の底部に前記
床パネルを敷設し、該床パネルの取付用網板上に前記壁
パネルの下端面部を当接１、固着すると共に該壁パネル
の上端面部に前記屋根パネルの取付用鋼板を当接、固着
して地下構築物を構築することを特徴とするものである
。The present invention, in order to solve the above problems, forms a panel frame by forming one opposing frame material from shaped steel and the other opposing frame material from a long steel plate.Meanwhile, the surface of the panel frame A steel plate is stretched on the panel frame to form a wall panel, and a steel plate is stretched on the surface of the panel frame, and a steel plate for mounting is erected near the back side of the frame made of the long steel plate to form a floor panel and a wall panel. Further, the floor panel is laid at the bottom of a hole to be dug in the ground, and the lower end surface of the wall panel is brought into contact with the mounting net plate of the floor panel (1), and the wall panel is fixed. The underground structure is constructed by abutting and fixing a steel plate for attaching the roof panel to the upper end surface of the roof panel.
〔実施例］
以下、本発明を実施例とし７て示した図面に基づいて更
に詳細に説明する。[Example] Hereinafter, the present invention will be described in further detail based on the drawings shown as Example 7.
本発明は、例えば、第１図乃至第３図に示すように、一
方の相対向する枠材（１）、（１）を溝型鋼、山型鋼等
の型鋼にて形成すると共に他方の相対向する枠材（２）
、（２）を肉厚の長尺鋼板にて形成し、該枠材（１）、
（１）、（２）、（２）を溶接一体部してパネル枠（３
）となし、該パネル枠（３）の表面に鋼板（４）を張設
して壁パネル（５）となし、他方、該パネル枠（３）の
表面に鋼板（４）を張設すると共に前記長尺鋼板よりな
る枠材（２）、（２）裏面部近傍に肉厚の取付鋼板（６
）、（６）を架設し、溶接一体部して床パネル（７）お
よび屋根パネル（８）となし、更に、地面（９）に堀設
せる穴の底部に前記床パネル（７）、（７）、・・・を
敷設し、該床パネル（７）、（７）、・・・の取付鋼板
（６）、（６）、・・・上に前記壁パネル（５）、（５
）、・・・の下端面部を当接し、ボルト止め、溶接等に
て固着すると共に該壁パネル（５）、（５）、・・・の
上端面部に前記屋根パネル（８）、（８）、・・・の取
付用鋼板（６）、（６）、・・・を当接し、ボルト止め
、溶接等にて固着して地下構築物を構築することを特徴
とするものである。For example, as shown in FIGS. 1 to 3, one of the opposing frame members (1), (1) is formed of shaped steel such as channel steel or angle steel, and the other opposing Frame material (2)
, (2) are formed from a thick long steel plate, and the frame material (1),
(1), (2), and (2) are welded together to form a panel frame (3).
), a steel plate (4) is stretched on the surface of the panel frame (3) to form a wall panel (5), and a steel plate (4) is stretched on the surface of the panel frame (3). The frame material (2) made of the long steel plate, (2) has a thick mounting steel plate (6
), (6) are constructed and welded together to form a floor panel (7) and a roof panel (8), and the floor panels (7), ( 7),... and install the wall panels (5), (5) on the mounting steel plates (6), (6),... of the floor panels (7), (7),...
), . . . are brought into contact with the lower end surfaces and fixed by bolting, welding, etc., and the roof panels (8), (8) are attached to the upper end surfaces of the wall panels (5), (5), . The underground structure is constructed by abutting the mounting steel plates (6), (6), etc., and fixing them by bolting, welding, etc.
尚、上記本発明の実施例において、一方の相対向する枠
材（１）、（１）として、コ字型の溝型鋼よりなる型鋼
を使用した実施例を例示したが、Ｈ型の溝型鋼、Ｌ型の
山型鋼等よりなる型鋼を使用しても良い。In addition, in the above-mentioned embodiment of the present invention, an example was illustrated in which a U-shaped channel steel was used as one of the opposing frame members (1), (1), but an H-shaped channel steel was used. , L-shaped angle steel, etc. may be used.
又、第１図および第２図において、（１０）はパネル（
３）の内部に必要に応して所望の本数架設せる補強棧で
ある。Also, in Figures 1 and 2, (10) is the panel (
3) A desired number of reinforcing beams can be installed as necessary inside of the reinforcement beam.
又、上記本発明にて構築した地下構築物は、壁パネル（
５）、（５）、・・・、床パネル（７）、（７）、・・
・および屋根パネル（８）、（８）、・・・の内面（室
内側）に内装仕上げを施して地下構築物を完成させる。In addition, the underground structure constructed according to the present invention described above has wall panels (
5), (5),..., floor panel (7), (7),...
- Complete the underground structure by applying interior finishing to the inner surfaces (indoor side) of the roof panels (8), (8), . . .
上記のように、５本発明は一方の対向する枠材を型鋼に
で形成すると共に他方の対向する枠材を長尺鋼板にて形
成してパネル枠となし、一方、該パネル枠の表面に鋼板
を張設して壁パネルとなし、他方、該パネル枠の表面に
鋼板を張設すると共に前記長尺鋼板よりなる枠材裏面部
近傍に取付用調板を架設して床パネルおよび屋根パネル
となし、更に、地面に堀設せる穴の底部に前記床パネル
を敷設し、該床パネルの取付用鋼板上に前記壁パネルの
下端面部を当接、固着すると共に該壁パネルの上端面部
に前記屋根パネルの取付用調板を当接、固着して地下構
築物を構築しているので、対向する型鋼よりなる枠材の
端部を特別に加工することなく長尺綱板を溶接一体部す
るだけでパネル枠を形成することができ、更に加うるに
、取付用鋼板を介して、床パネルと壁パネル、並びに壁
パネルと屋根パネルを当接、固着しているため、床パネ
ル、壁パネルおよび屋根パネルを建て込んだ時に枠材が
変形するおそれがなく、従って、肉厚の大なる型鋼を使
用した重量の大なるパネルを使用する必要がなく、作業
性がきわめて良好である。As mentioned above, in the present invention, one opposing frame material is formed of shaped steel, and the other opposing frame material is formed of a long steel plate to form a panel frame, and on the other hand, the surface of the panel frame is A steel plate is stretched to form a wall panel, and a steel plate is stretched to the surface of the panel frame, and a mounting board is erected near the back side of the frame made of the long steel plate to create a floor panel and a roof panel. Then, the floor panel is laid at the bottom of the hole to be dug in the ground, and the lower end of the wall panel is brought into contact with and fixed to the steel plate for mounting the floor panel, and the upper end of the wall panel is attached. Since the underground structure is constructed by abutting and fixing the mounting plates of the roof panels, the long steel plates can be welded together without special processing of the ends of the opposing frame material made of shaped steel. In addition, the floor panel and wall panel, as well as the wall panel and roof panel, are brought into contact and fixed together via the mounting steel plate, so the floor panel, wall panel Furthermore, there is no risk of the frame material being deformed when the roof panel is erected, and therefore there is no need to use heavy panels made of thick shaped steel, resulting in extremely good workability.
第１図乃至第３図は本発明の一実施例を示し、第１図は
壁パネルの斜視図、第２図は床パネルおよび屋根パネル
の斜視図、第３図は地下構築物の要部拡大縦断面図、第
４図は従来例の略継断面図、第５図は従来例において使
用せるパネルの斜視図である。
根パネル、９・・・地面。
第３図
第２図
第４図Figures 1 to 3 show one embodiment of the present invention, with Figure 1 being a perspective view of a wall panel, Figure 2 being a perspective view of a floor panel and a roof panel, and Figure 3 being an enlarged view of the main parts of an underground structure. 4 is a schematic joint sectional view of a conventional example, and FIG. 5 is a perspective view of a panel used in the conventional example. Root panel, 9...ground. Figure 3 Figure 2 Figure 4
Claims (1)
の対向する枠材を長尺鋼板にて形成してパネル枠となし
、一方、該パネル枠の表面に鋼板を張設して壁パネルと
なし、他方、該パネル枠の表面に鋼板を張設すると共に
前記長尺鋼板よりなる枠材裏面部近傍に取付用鋼板を架
設して床パネルおよび屋根パネルとなし、更に、地面に
堀設せる穴の底部に前記床パネルを敷設し、該床パネル
の取付用鋼板上に前記壁パネルの下端面部を当接、固着
すると共に該壁パネルの上端面部に前記屋根パネルの取
付用鋼板を当接、固着し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) One opposing frame material is formed from shaped steel, and the other opposing frame material is formed from a long steel plate to form a panel frame, while a steel plate is stretched over the surface of the panel frame to form a wall. On the other hand, a steel plate is stretched on the surface of the panel frame, and a steel plate for mounting is erected near the back side of the frame made of the long steel plate to form a floor panel and a roof panel. The floor panel is laid at the bottom of the hole to be installed, and the lower end surface of the wall panel is brought into contact with and fixed to the steel plate for mounting the floor panel, and the steel plate for mounting the roof panel is attached to the upper end surface of the wall panel. A method for constructing an underground structure characterized by constructing the underground structure by abutting and fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2100518A JPH041331A (en) | 1990-04-18 | 1990-04-18 | Construction of underground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2100518A JPH041331A (en) | 1990-04-18 | 1990-04-18 | Construction of underground structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH041331A true JPH041331A (en) | 1992-01-06 |
Family
ID=14276176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2100518A Pending JPH041331A (en) | 1990-04-18 | 1990-04-18 | Construction of underground structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH041331A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003003492A (en) * | 2001-06-25 | 2003-01-08 | Tamada Kogyo Kk | Outer wall structure for basement |
| JP2015145588A (en) * | 2014-02-04 | 2015-08-13 | 株式会社カナサシテクノサービス | Reinforcement structure for underground structure and reinforcement method for underground structure |
| CN106320369A (en) * | 2016-08-26 | 2017-01-11 | 中国化学工程第六建设有限公司 | Opposite-clamping type detachable movable platform for assembling stand column of pipe rack structure |
-
1990
- 1990-04-18 JP JP2100518A patent/JPH041331A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003003492A (en) * | 2001-06-25 | 2003-01-08 | Tamada Kogyo Kk | Outer wall structure for basement |
| JP2015145588A (en) * | 2014-02-04 | 2015-08-13 | 株式会社カナサシテクノサービス | Reinforcement structure for underground structure and reinforcement method for underground structure |
| CN106320369A (en) * | 2016-08-26 | 2017-01-11 | 中国化学工程第六建设有限公司 | Opposite-clamping type detachable movable platform for assembling stand column of pipe rack structure |
| CN106320369B (en) * | 2016-08-26 | 2019-06-18 | 中国化学工程第六建设有限公司 | Pipe rack column group is to the detachable movable platform of wafer type |
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