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JPH0380934B2 - - Google Patents
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JPH0380934B2 - - Google Patents

Info

Publication number
JPH0380934B2
JPH0380934B2 JP58192841A JP19284183A JPH0380934B2 JP H0380934 B2 JPH0380934 B2 JP H0380934B2 JP 58192841 A JP58192841 A JP 58192841A JP 19284183 A JP19284183 A JP 19284183A JP H0380934 B2 JPH0380934 B2 JP H0380934B2
Authority
JP
Japan
Prior art keywords
main body
fixed
storage
underground
fixing
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
JP58192841A
Other languages
Japanese (ja)
Other versions
JPS6085122A (en
Inventor
Takashi Nishihara
Senzaburo Mitsui
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP58192841A priority Critical patent/JPS6085122A/en
Publication of JPS6085122A publication Critical patent/JPS6085122A/en
Publication of JPH0380934B2 publication Critical patent/JPH0380934B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Residential Or Office Buildings (AREA)

Description

【発明の詳細な説明】 〔技術分野〕 本発明は下半部を地下に埋設した半地下収納庫
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to a semi-underground storage shed whose lower half is buried underground.

〔背景技術〕[Background technology]

従来、この種の半地下収納庫にあつては、内部
に収納空間が設けられた収納庫本体を地下に埋設
すると、地下の水圧等により施工後浮きを生じる
という問題があるので、収納庫本体を地下に固定
する種々の工夫がなされている。第1図に示した
ものは収納庫本体3の中央部の鍔部5にコンクリ
ート製の固定台1を固着し、この状態で本体3の
下半部を地下に埋設するようにしたものである。
しかし乍ら、この方法にあつては本体3にコンク
リートを打設するのが難しく、また地下に大きな
穴をあけないと本体3及び固定台1を埋め込むこ
とができないという欠点がある。また、第2図に
示したものは、地下に穴を掘つてコンクリート製
の固定台1を固定すると共に固定台1にアンカー
ボルト6を埋設固定し、このアンカーボルト6に
本体3の下面に穿孔した固定孔7を被挿してナツ
ト16で本体3を固定台1に固定するようにした
ものである。しかし、この方法にあつてはアンカ
ーボルト6と固定孔7の位置合わせが難しく、ま
た固定孔7より水が浸入する欠点があり、防水処
理も難しいものである。さらに、第3図に示した
ものは、本体3の底部両側に固定片8を固着し、
固定片8と固定台1のアンカーボルト6とを連結
するようにしたものである。この方法にあつては
上記と同様に固定片8とアンカーボルト6との位
置合わせが難しい上に、穴を大きくあけて本体3
の外側で固定作業をしなければならず、作業性が
悪いという欠点がある。
Conventionally, in the case of this type of semi-underground storage, if the storage main body with a storage space inside is buried underground, there is a problem that it will float after construction due to underground water pressure, etc. Various methods have been used to fix underground underground. In the case shown in Fig. 1, a concrete fixing base 1 is fixed to the flange 5 at the center of the storage main body 3, and in this state, the lower half of the main body 3 is buried underground. .
However, this method has the drawback that it is difficult to pour concrete into the main body 3, and the main body 3 and the fixing base 1 cannot be embedded without making a large hole underground. In addition, in the case shown in Fig. 2, a concrete fixing base 1 is fixed by digging a hole underground, and an anchor bolt 6 is buried and fixed in the fixing base 1, and a hole is drilled into the bottom surface of the main body 3 in this anchor bolt 6. The main body 3 is fixed to the fixing base 1 with a nut 16 by inserting the fixing hole 7 into the fixing hole 7. However, this method has the disadvantage that it is difficult to align the anchor bolt 6 and the fixing hole 7, water can enter through the fixing hole 7, and waterproofing is also difficult. Furthermore, in the case shown in FIG. 3, fixing pieces 8 are fixed to both sides of the bottom of the main body 3.
The fixing piece 8 and the anchor bolt 6 of the fixing base 1 are connected to each other. In this method, it is difficult to align the fixing piece 8 and the anchor bolt 6 as described above, and the hole is made large so that the main body 3
The disadvantage is that the fixing work must be done outside the area, and work efficiency is poor.

〔発明の目的〕[Purpose of the invention]

本発明は上記の点に鑑みて成されたものであつ
て、地下に大きな穴をあける必要がなく、またア
ンカーボルトに位置合わせする必要もなく、しか
も作業性の良い半地下収納庫を提供することを目
的とするものである。
The present invention has been made in view of the above points, and provides a semi-underground storage shed that does not require drilling large holes underground or aligning with anchor bolts, and has good workability. The purpose is to

〔発明の開示〕[Disclosure of the invention]

すなわち、本発明は地下に埋設して固定される
固定台1にアンカー2を複数個固着し、固定台1
の上面に内部に収納室が設けられた収納庫本体3
を載設し、アンカー2,2間に掛け渡した浮上防
止ベルト4を収納庫本体3の上面に回して収納庫
本体3を固定台1に固定して成ることを特徴とす
る半地下収納庫により上記目的を達成したもので
ある。
That is, in the present invention, a plurality of anchors 2 are fixed to a fixed base 1 which is buried underground and fixed.
Storage cabinet body 3 with a storage chamber provided inside on the top surface
The semi-underground storage is characterized in that the storage main body 3 is fixed to the fixing base 1 by placing a floating prevention belt 4 stretched between the anchors 2 and 2 around the upper surface of the storage main body 3. The above objective has been achieved.

以下本発明を第4図以下の実施例により詳述す
る。固定台1はコンクリート製等で板状に形成さ
れており、固定台1の四隅にはアンカー2が埋め
込んで固定してある。この固定台1を第6図bに
示すように地下に設けた穴9内に載置する。次
に、アンカー2上端部に折曲して形成した引掛部
10に浮上防止ベルト4の端部を引掛け、次いで
内部に収納室が設けられた収納庫本体3を固定台
1の上面に載設し、上記浮上防止ベルト4を本体
3の上面に回して第4図に示すように上面で両浮
上防止ベルト4,4の端部を連結するものであ
る。一方の浮上防止ベルト4の端部には第5図に
示すようにねじ11を螺進螺退自在な係合片12
が取付けてあり、また他方の浮上防止ベルト4の
端部にはねじ11の先端を受ける受け片13を設
けた被係合片14が取付けてあつて、ねじ11を
まわすことにより係合片12と被係合片14の離
間距離を変えて両浮上防止ベルト4,4を締める
ことができるものである。このようにして本体3
を固定台1に固定した後、穴9内に土を埋めて本
体3の下半部を地下に埋設するものである。図中
15は入口である。
Hereinafter, the present invention will be explained in detail with reference to the embodiments shown in FIG. 4 and below. The fixing base 1 is made of concrete or the like and is formed into a plate shape, and anchors 2 are embedded in the four corners of the fixing base 1 and fixed thereto. This fixing stand 1 is placed in a hole 9 provided underground as shown in FIG. 6b. Next, the end of the floating prevention belt 4 is hooked onto the hook 10 formed by bending the upper end of the anchor 2, and then the storage main body 3, which has a storage chamber inside, is placed on the top surface of the fixed base 1. The anti-surfacing belt 4 is placed on the upper surface of the main body 3, and the ends of both anti-surfacing belts 4, 4 are connected at the upper surface as shown in FIG. As shown in FIG.
is attached to the other end of the floating prevention belt 4, and an engaged piece 14 having a receiving piece 13 for receiving the tip of the screw 11 is attached.By turning the screw 11, the engaging piece 12 is attached. Both floating prevention belts 4, 4 can be tightened by changing the separation distance between the engaged piece 14 and the engaged piece 14. In this way, the main body 3
After fixing the main body 3 to the fixing base 1, the hole 9 is filled with soil and the lower half of the main body 3 is buried underground. In the figure, 15 is an entrance.

しかして、上記収納庫本体3の埋設方法によれ
ば、地下に大きな穴9をあける必要がないもので
あり、また本体3の固定作業は本体3の上面で行
なうために作業性も良いものである。さらに、ア
ンカー2の位置と本体3の載設位置が多少ずれた
としても浮上防止ベルト4を本体3の上面に回し
て本体3を固定する方式としているために、この
ベルト4で若干の位置ずれは吸収することがで
き、支障なく本体3を固定することができるもの
である。また、この本体3には固定のための固定
孔7や固定片8を設ける必要がなくて防水処理や
位置合わせの手間を省くことができるものであ
る。
According to the method of burying the storage cabinet body 3 described above, there is no need to drill a large hole 9 underground, and workability is also good because the work of fixing the body 3 is done on the top surface of the body 3. be. Furthermore, even if the position of the anchor 2 and the mounting position of the main body 3 are slightly misaligned, the flotation prevention belt 4 is wound around the top surface of the main body 3 to fix the main body 3. can be absorbed and the main body 3 can be fixed without any problem. Furthermore, there is no need to provide a fixing hole 7 or a fixing piece 8 for fixing the main body 3, so that the trouble of waterproofing and positioning can be saved.

〔発明の効果〕〔Effect of the invention〕

上記のように本発明は、固定台に複数個のアン
カーを固着し、アンカー間に掛け渡した浮上防止
ベルトを収納庫本体の上面に回して収納庫本体を
固定台に固定するようにしたので、本体の上面で
固定作業をすれば良くて作業性が良く、また地面
に大きな穴をあける必要もなく、さらに従来のよ
うにアンカーボルトに位置合わせる必要がなく、
簡単に本体を地下に埋設固定することができるも
のである。
As described above, in the present invention, a plurality of anchors are fixed to the fixed base, and the floating prevention belt stretched between the anchors is passed around the top surface of the storage cabinet body to fix the storage cabinet body to the fixed base. , it is easy to work as all you have to do is fix it on the top of the main body, there is no need to drill a large hole in the ground, and there is no need to align it with an anchor bolt like in the past.
The main body can be easily buried and fixed underground.

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

第1図乃至第3図はそれぞれ従来例の概略断面
図、第4図は本発明一実施例の全体斜視図、第5
図は同上の要部斜視図、第6図a乃至eは同上の
施工法を示す概略断面図である。 1は固定台、2はアンカー、3は収納庫本体、
4は浮上防止ベルトである。
1 to 3 are schematic sectional views of a conventional example, FIG. 4 is an overall perspective view of an embodiment of the present invention, and FIG.
The figure is a perspective view of the main parts of the same as above, and FIGS. 6a to 6e are schematic sectional views showing the construction method of the above. 1 is the fixed base, 2 is the anchor, 3 is the storage body,
4 is a floating prevention belt.

Claims (1)

【特許請求の範囲】[Claims] 1 地下に埋設して固定される固定台にアンカー
を複数個固着し、固定台の上面に内部に収納室が
設けられた収納庫本体を載設し、アンカー間に掛
け渡した浮上防止ベルトを収納庫本体の上面に回
して収納庫本体を固定台に固定して成ることを特
徴とする半地下収納庫。
1. A plurality of anchors are fixed to a fixed base that is buried underground and fixed, a storage cabinet with a storage chamber inside is placed on the top of the fixed base, and an anti-surfacing belt is stretched between the anchors. A semi-underground storage, characterized in that the storage is fixed to a fixed base by rotating the upper surface of the storage.
JP58192841A 1983-10-15 1983-10-15 Semi-underground containing structure Granted JPS6085122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58192841A JPS6085122A (en) 1983-10-15 1983-10-15 Semi-underground containing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58192841A JPS6085122A (en) 1983-10-15 1983-10-15 Semi-underground containing structure

Publications (2)

Publication Number Publication Date
JPS6085122A JPS6085122A (en) 1985-05-14
JPH0380934B2 true JPH0380934B2 (en) 1991-12-26

Family

ID=16297866

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58192841A Granted JPS6085122A (en) 1983-10-15 1983-10-15 Semi-underground containing structure

Country Status (1)

Country Link
JP (1) JPS6085122A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0216219A (en) * 1988-07-05 1990-01-19 Miyata Tekkosho:Kk Laying work of underground structure
JP4768362B2 (en) * 2005-08-30 2011-09-07 日本ゼニスパイプ株式会社 Manhole floating prevention structure due to liquefaction phenomenon

Also Published As

Publication number Publication date
JPS6085122A (en) 1985-05-14

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