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JPH073073B2 - A method for forming a floor base in an underground structure - Google Patents
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JPH073073B2 - A method for forming a floor base in an underground structure - Google Patents

A method for forming a floor base in an underground structure

Info

Publication number
JPH073073B2
JPH073073B2 JP63045814A JP4581488A JPH073073B2 JP H073073 B2 JPH073073 B2 JP H073073B2 JP 63045814 A JP63045814 A JP 63045814A JP 4581488 A JP4581488 A JP 4581488A JP H073073 B2 JPH073073 B2 JP H073073B2
Authority
JP
Japan
Prior art keywords
floor
rod body
underground
underground structure
floor beam
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
JP63045814A
Other languages
Japanese (ja)
Other versions
JPH01223222A (en
Inventor
洋雄 東方
Original Assignee
株式会社スリー・ユー
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 株式会社スリー・ユー filed Critical 株式会社スリー・ユー
Priority to JP63045814A priority Critical patent/JPH073073B2/en
Publication of JPH01223222A publication Critical patent/JPH01223222A/en
Publication of JPH073073B2 publication Critical patent/JPH073073B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Underground Structures, Protecting, Testing And Restoring Foundations (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、地下室、その他の地下構築物における床部を
構成する床下地の形成方法に係る。
The present invention relates to a method of forming a floor base constituting a floor portion in a basement or other underground structure.

【従来の技術】[Prior art]

従来、地下室、その他の地下構築物を構築する場合に
は、地下構築物を形成すべく、地面に地下穴を堀設し、
該地下穴に地下構築物の骨格を構成する柱材を立設し、
該柱材の下部間に床梁材を架設すると共に、該床梁材架
設面近傍の地下穴底面の土砂を平滑に仕上げ、次いで、
該平滑に仕上げた地下穴底面にコンクリートを打設し、
コンクリート表面を平滑に仕上げて床下地を形成し、更
に、前記柱材に壁パネルを取り付けると共に床下地地上
に床パネルを敷設し、更に又、柱材上端部に屋根パネル
を取り付けて地下構築物を構築している。
Conventionally, when constructing a basement or other underground structure, an underground hole is dug in the ground to form an underground structure,
The pillar material that constitutes the skeleton of the underground structure is erected in the underground hole,
A floor beam is erected between the lower parts of the pillars, and the earth and sand on the bottom surface of the underground hole near the floor beam erected surface are finished smooth, and then,
Placing concrete on the bottom surface of the smooth underground hole,
The surface of the concrete is finished to be smooth to form a floor base.Furthermore, a wall panel is attached to the pillar material and a floor panel is laid on the floor base, and a roof panel is attached to the upper end of the pillar material to form an underground structure. I'm 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、地下構築物における床下地
を形成するにあたつて、作業がしにくい地下穴内部にお
いて、地下穴底面の土砂を平滑に仕上げたり、該地下穴
底面に打設したコンクリート表面を平滑に仕上げたりす
るのに手間がかかり、又、仕上げ精度の点でも問題があ
つた。 本発明は、前記従来の技術の問題点を解消するために為
されたものであり、地下構築物における床下地をきわめ
て簡単、迅速、正確に形成することができる床下地の形
成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 technology, when forming a floor base in an underground structure, inside the underground hole where it is difficult to work, the earth and sand on the bottom surface of the underground hole are finished to be smooth, or the concrete surface cast on the bottom surface of the underground hole. It took a lot of time to finish the surface smoothly, and there was also a problem in terms of finishing accuracy. The present invention has been made in order to solve the problems of the above-mentioned conventional techniques, and provides a method of forming a floor base that can form a floor base in an underground structure extremely easily, quickly, and accurately. Is an issue.

【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、地下構築物を形
成すべく地面に堀設した地下穴に地下構築物の柱材を立
設し、該柱材の下部間に床梁材を架設すると共に、該床
梁材架設面近傍に地下穴底面にコンクリートを打設して
床下地を形成するにあたつて、前記床梁材として溝型鋼
を使用すると共に、相対向せる床梁材の溝型鋼溝部間又
は溝型鋼上面部間に移動自在に竿体を架設し、床梁材を
ガイドにして該竿体を前記地下穴底面およびコンクリー
ト表面に摺接、移動させて平滑に仕上げることを特徴と
するものである。
In order to solve the above problems, the present invention erected a pillar material of an underground structure in an underground hole dug in the ground to form an underground structure, and erected a floor beam between the lower parts of the pillar material. In forming a floor base by placing concrete on the bottom surface of an underground hole near the floor beam material installation surface, a groove steel is used as the floor beam material and the groove beam steel of the floor beam materials facing each other is used. A rod body is movably installed between the groove portions or between the groove type steel upper surface portions, and the rod body is slidably brought into contact with the bottom surface of the underground hole and the concrete surface by using the floor beam material as a guide to finish the surface smoothly. To do.

【実施例】【Example】

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、
地下構築物を形成すべく地面1に堀設した地下穴2に、
地下構築物の骨格を構成する型鋼よりなる柱材3、3、
…を立設し、該柱材3、3、…の下部間に、型鋼よりな
る床梁材4、4、…を架設すると共に、該床梁材4、
4、…架設面近傍の地下穴2底面にコンクリート5を打
設して床下地6を形成するにあたつて、前記床梁材4、
4として溝型鋼を使用すると共に、相対向せる床梁材
4、4の溝型鋼溝部間又は溝型鋼上面部間に移動自在
に、管体、棒体、長尺板体等よりなる竿体7を架設し、
床梁材4、4をガイドにして該竿体7を前記地下穴2底
面およびコンクリート5表面に摺接して移動させて平滑
に仕上げることを特徴とするものである。 尚、第1図において、8は、柱材3、3、…上端部に架
設した屋根梁材であり、該屋根梁材8、8、…に屋根パ
ネル(図示せず)を取り付けて屋根面を形成する。 又、柱材3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よい。 又、床梁材4、4間に移動自在に竿体7を架設する場合
には、例えば、第2図に示すように、竿体7として断面
円形の管体、棒体等を使用し、移動に際して転動させて
移動せしめるようにするか、又は、竿体7として断面角
形の管体、棒体、長尺板体等を使用し、移動に際して、
摺動させて移動せしめるようにすれば良い。 又、床梁材4、4をガイドにして竿体7を地下穴2底面
およびコンクリート5表面に摺接、移動させる場合に
は、例えば、第2図に示すように、竿体7を床梁材4、
4の溝型鋼溝部9をガイドにして移動させることにより
地下穴2底面に摺接、移動させるようにすると共に、竿
体7を床梁材4、4の溝型鋼上面部10をガイドにして移
動させることによりコンクリート5表面に摺接、移動さ
せるようにすれば良い。
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.
In the underground hole 2 dug in the ground 1 to form an underground structure,
Column members 3 and 3 made of shaped steel that form the skeleton of the underground structure
... is erected, and floor beam members 4, 4, ... made of shaped steel are installed between the lower portions of the column members 3, 3, ..., and the floor beam members 4,
In order to form a floor base 6 by placing concrete 5 on the bottom surface of the underground hole 2 near the erection surface, the floor beam member 4,
A rod body 7 made of a tubular body, a rod body, a long plate body or the like, which uses grooved steel as 4 and is movable between grooved steel groove portions of the floor beam members 4 and 4 or the grooved steel upper surface portions which face each other. Erected,
It is characterized in that the rod body 7 is slidably brought into contact with the bottom surface of the underground hole 2 and the surface of the concrete 5 using the floor beam members 4 and 4 as a guide to finish the surface smoothly. In FIG. 1, reference numeral 8 is a roof beam member erected on the upper ends of the pillar members 3, 3, ..., And roof panels (not shown) are attached to the roof beam members 8, 8 ,. To form. Further, as the pillar material 3, for example, H-shaped steel, U-shaped steel, I-shaped steel, L-shaped steel or the like may be used. When the rod body 7 is movably installed between the floor beams 4 and 4, for example, as shown in FIG. 2, a rod body having a circular cross section is used as the rod body 7, At the time of movement, roll it so that it can be moved, or use a tube body with a square cross section, a rod body, a long plate body, etc. as the rod body 7,
It may be slid so that it can be moved. Further, when the rod body 7 is slidably brought into contact with the bottom surface of the underground hole 2 and the surface of the concrete 5 using the floor beam members 4 and 4 as a guide, for example, as shown in FIG. Material 4,
The grooved steel groove portion 4 of 4 is used as a guide to slide and move to the bottom surface of the underground hole 2, and the rod body 7 is moved using the grooved steel upper surface portion 10 of the floor beams 4 and 4 as a guide. By doing so, the surface of the concrete 5 may be slidably contacted and moved.

【発明の効果】【The invention's effect】

上記のように、本発明は、地下構築物を形成すべく地面
に堀設した地下穴に地下構築物の柱材を立設し、該柱材
の下部間に床梁材を架設すると共に、該床梁材架設面近
傍の地下穴底面にコンクリートを打設して床下地を形成
するにあたつて、前記床梁材として溝型鋼を使用すると
共に、相対向せる床梁材の溝型鋼溝部間又は溝型鋼上面
部間に移動自在に竿体を架設し、床梁材をガイドにして
該竿体を前記地下穴底面およびコンクリート表面に摺
接、移動させて平滑に仕上げているので、きわめて精度
良く組み立てられている床梁材をガイドにしてきわめて
簡単、迅速、正確に地下穴底面およびコンクリート表面
を平滑に仕上げて床下地を形成することができる。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, the pillar material of the underground structure is erected in the underground hole dug in the ground to form the underground structure, and the floor beam material is erected between the lower parts of the pillar material and the floor. At the time of placing concrete on the bottom surface of the underground hole near the beam material installation surface to form the floor base, while using grooved steel as the floor beam material, between the grooved steel groove portions of the floor beam materials facing each other or Since a rod body is movably installed between the grooved steel upper surface parts and the rod body is guided to slide the rod body to the bottom surface of the underground hole and the concrete surface to finish it smoothly, it is extremely accurate. Using the assembled floor beams as a guide, the bottom of the underground hole and the concrete surface can be smoothed very easily, quickly and accurately to form the floor base.

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

第1図は本発明の一実施例の要部縦断面図、第2図は同
実施例の要部拡大斜視図である。 1……地面、2……地下穴、3……柱材、4……床梁
材、5……コンクリート、6……床下地、7……竿体。
FIG. 1 is a longitudinal sectional view of an essential part of an embodiment of the present invention, and FIG. 2 is an enlarged perspective view of an essential part of the same embodiment. 1 ... ground, 2 ... underground hole, 3 ... column material, 4 ... floor beam material, 5 ... concrete, 6 ... floor base material, 7 ... rod body.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】地下構築物を形成すべく地面に堀設した地
下穴に地下構築物の柱材を立設し、該柱材の下部間に床
梁材を架設すると共に、該床梁材架設面近傍の地下穴底
面にコンクリートを打設して床下地を形成するにあたつ
て、前記床梁材として溝型鋼を使用すると共に、相対向
せる床梁材の溝型鋼溝部間又は溝型鋼上面部間に移動自
在に竿体を架設し、床梁材をガイドにして該竿体を前記
地下穴底面およびコンクリート表面に摺接、移動させて
平滑に仕上げることを特徴とする地下構築物における床
下地の形成方法。
1. A pillar material for an underground structure is erected in an underground hole dug in the ground to form an underground structure, and a floor beam material is erected between the lower parts of the pillar materials, and the floor beam material installation surface. When concrete is cast on the bottom surface of a nearby underground hole to form a floor base, groove steel is used as the floor beam material, and groove floor steel groove portions of the floor beam material facing each other or the groove steel upper surface portion are used. A rod body is movably installed between the floor beams, and the rod body is used as a guide to slidably contact the rod body with the bottom surface of the underground hole and the concrete surface to move the rod body to finish it smoothly. Forming method.
JP63045814A 1988-03-01 1988-03-01 A method for forming a floor base in an underground structure Expired - Lifetime JPH073073B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63045814A JPH073073B2 (en) 1988-03-01 1988-03-01 A method for forming a floor base in an underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63045814A JPH073073B2 (en) 1988-03-01 1988-03-01 A method for forming a floor base in an underground structure

Publications (2)

Publication Number Publication Date
JPH01223222A JPH01223222A (en) 1989-09-06
JPH073073B2 true JPH073073B2 (en) 1995-01-18

Family

ID=12729720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63045814A Expired - Lifetime JPH073073B2 (en) 1988-03-01 1988-03-01 A method for forming a floor base in an underground structure

Country Status (1)

Country Link
JP (1) JPH073073B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5851111B2 (en) * 1979-04-24 1983-11-14 卓哉 井植 Guide frame for concrete floor level construction
JPS6030819B2 (en) * 1980-12-29 1985-07-18 ミサワホ−ム株式会社 building substructure

Also Published As

Publication number Publication date
JPH01223222A (en) 1989-09-06

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