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JPS6015772B2 - Underground unit box and its installation method - Google Patents
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JPS6015772B2 - Underground unit box and its installation method - Google Patents

Underground unit box and its installation method

Info

Publication number
JPS6015772B2
JPS6015772B2 JP56187337A JP18733781A JPS6015772B2 JP S6015772 B2 JPS6015772 B2 JP S6015772B2 JP 56187337 A JP56187337 A JP 56187337A JP 18733781 A JP18733781 A JP 18733781A JP S6015772 B2 JPS6015772 B2 JP S6015772B2
Authority
JP
Japan
Prior art keywords
unit box
underground unit
underground
building
hole
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
Application number
JP56187337A
Other languages
Japanese (ja)
Other versions
JPS5891225A (en
Inventor
統士 太田
武彦 山田
順治 内野
哲郎 岡部
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.)
TOMOEGUMI IRON WORKS
Original Assignee
TOMOEGUMI IRON WORKS
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 TOMOEGUMI IRON WORKS filed Critical TOMOEGUMI IRON WORKS
Priority to JP56187337A priority Critical patent/JPS6015772B2/en
Publication of JPS5891225A publication Critical patent/JPS5891225A/en
Publication of JPS6015772B2 publication Critical patent/JPS6015772B2/en
Expired 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
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

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】 この発明は建物の床下に埋設して建物の受水槽等に使用
する地下ユニットボックスとその設置方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground unit box that is buried under the floor of a building and used as a water tank of the building, and a method for installing the same.

従来、建物に地下室を設ける場合、地下部分を支持する
基礎工事や地下部分の防水工事があり、必要に応じて地
下部分を支持する杭打ち作業も加わるため工事費が大幅
に嵩むばかりでなく工期が大幅に長び〈ことが避けられ
ない欠点があった。この発明は前記事情に鑑みて提案さ
れたもので建物に受水槽等の地下室を設けるに際し、工
期の短縮化並びに工事費の低廉化を可能にするものであ
る。
Traditionally, when installing a basement in a building, foundation work to support the underground part and waterproofing work to the underground part are required, and if necessary, piling work to support the underground part is also added, which not only significantly increases construction costs but also reduces construction time. There was an unavoidable drawback that the period was significantly prolonged. This invention has been proposed in view of the above circumstances, and is intended to shorten the construction period and reduce construction costs when installing a basement for a water tank or the like in a building.

この発明に係る地下ユニットボックスは建物の床下に地
下ユニットボックスを前記建物の床梁に吊って埋設して
なるものである。
The underground unit box according to the present invention is constructed by suspending the underground unit box from a floor beam of the building and burying it under the floor of a building.

この発明に係る地下ユニットボックスの設置方法には二
つの方法があり、一つは建築される建物の床下に必要深
さの穴を形成し、形成した前記穴内に水を注水するとと
もにこの中に地下ユニットボックスを浮かせ、かつ該地
下ユニットボックスを前記建物の床梁に吊り下げ固定し
、しかる後前記穴内の水を排水し、かつ埋戻す方法であ
る。
There are two methods for installing the underground unit box according to the present invention. One is to form a hole of the required depth under the floor of the building to be constructed, and pour water into the hole. This is a method of floating an underground unit box, suspending and fixing the underground unit box to a floor beam of the building, and then draining the water in the hole and backfilling.

いま一つは建築される建物の床下に必要深さの穴と前記
建物の基礎および地中梁を構成し、かつ前記穴内に水を
注水するとともにこの中に地下ユニットボックスを浮か
せかつ該地下ユニットボックスを前記建物の地中梁に固
定し、しかる後前記穴内の水を排水しかつ地下ユニット
ボックス外周を盛土またはコンクリート打設し完了する
方法である。以下、この発明を図示する一実施例によっ
て説明すると、第1図および第2図において、符号Iは
建物2の受水槽に使用する地下ユニットボックスであり
、該地下ユニットボックス1は建物2の床下に埋設され
かつ建物2の床梁3,3に吊り下げられている。
Another method is to construct a hole of the required depth under the floor of the building to be constructed, the foundation of the building, and an underground beam, and pour water into the hole and float the underground unit box therein. This method is completed by fixing the box to an underground beam of the building, then draining the water in the hole, and placing embankment or concrete around the outer periphery of the underground unit box. The present invention will be described below with reference to an illustrated embodiment. In FIGS. 1 and 2, reference numeral I designates an underground unit box used for a water tank in a building 2; It is buried in the building 2 and suspended from the floor beams 3, 3 of the building 2.

また、地下ユニットボックス1は亜鉛メッキ鋼板等の金
属板からなる金属製でかつ外側ボックス4と内側ボック
ス5とから二重に構成され、内側ボックス5が受水槽に
なっている。また、地下ユニットボックス1には内側ボ
ックス5および地上に通じるハッチ6が形成され、この
ハッチ6から地下ユニットボックス1内に出入りできる
ようになっている。地下ユニットボツクスーを吊ってい
る床梁3,3は鉄筋コンクリートまたは鉄骨で構成され
ている。このような構成において、地下ユニットボツク
スーの設置に際しては、まず建物2の基礎7および地中
梁14を構成し、これが完了したら地下ユニットボック
スーの埋設部分にシートパイルや金属製矢板8、・・・
・を打ち込んで略矩形の地中連続壁を構成し、この地中
連続壁の中を掘削重機9で必要深さに掘削して穴10を
形成する。
The underground unit box 1 is made of metal such as a galvanized steel plate and has a double structure consisting of an outer box 4 and an inner box 5, with the inner box 5 serving as a water tank. Further, an inner box 5 and a hatch 6 leading to the ground are formed in the underground unit box 1, and the inside of the underground unit box 1 can be entered and exited through this hatch 6. The floor beams 3, 3 on which the underground unit box is suspended are made of reinforced concrete or steel. In such a configuration, when installing the underground unit box, first construct the foundation 7 of the building 2 and the underground beam 14, and once this is completed, install sheet piles, metal sheet piles 8, etc. in the buried part of the underground unit box. ...
A substantially rectangular underground continuous wall is constructed by driving the holes, and a hole 10 is formed by excavating the inside of this underground continuous wall to a required depth using heavy excavating equipment 9.

次に、前記穴10内に水を必要深さまで注水しかつこの
中に予め工場等で製作しておいた地下ユニットボックス
ーをクレーン11で吊込み浮かせる。次に、地下ユニッ
トボックス1の真上に、該地下ユニットボックス1を吊
り下げる床梁3,3をクレーン1 1で吊り込み設置し
、これに前記地下ユニットボックスーを吊り下げる。地
下ユニットボックスーの吊り下げに際し、穴10内の水
量を増やしたり地下ユニットボックス1の内側ボックス
5内に水を注水したりすることによって地下ユニットボ
ックス1のレベルを調節する。すなわち、地下ユニット
ボックス1のレベルを上げたい場合には穴10内の水量
を増やして地下ユニットボックスを浮上させる。また、
地下ユニットボックスーのレベルを下げたい場合には内
側ボックス5に水を注水して地下ユニットボックス1を
沈下させる。地下ユニットボックス1の取付けが終った
ら穴10内の水を排水しかつシートパイルや金属製矢板
8、・・・・を引き抜き穴10を埋め戻す。地下ユニッ
トボックスーの設置作業が終ったら建物2の床12を構
成し、しかる後に地上階の躯体工事に取りかかる。地下
ユニットボックスを設置するいま一つの方法は建築され
る建物の床下に必要深さの穴10と基礎7および地中梁
14を構成し、前記穴内に水を注水するとともにこの中
にクレーン11をもって地下ユニットボックス1を吊り
込み浮かせかつ該地下ユニットボックスを前記地中梁1
4のアンカーボルト13で固定し、しかる後前記穴内の
水を排水しかつ地下ユニットボックスの外周を盛土また
はコンクリート打設する。
Next, water is poured into the hole 10 to a required depth, and an underground unit box previously manufactured in a factory or the like is suspended into the hole 10 by a crane 11 and floated therein. Next, the floor beams 3, 3 for suspending the underground unit box 1 are installed by the crane 11 directly above the underground unit box 1, and the underground unit box is suspended from the floor beams 3, 3. When hanging the underground unit box, the level of the underground unit box 1 is adjusted by increasing the amount of water in the hole 10 or pouring water into the inner box 5 of the underground unit box 1. That is, when it is desired to raise the level of the underground unit box 1, the amount of water in the hole 10 is increased to float the underground unit box. Also,
When it is desired to lower the level of the underground unit box, water is poured into the inner box 5 to sink the underground unit box 1. When the installation of the underground unit box 1 is completed, the water in the hole 10 is drained, and the hole 10 is backfilled by pulling out sheet piles, metal sheet piles 8, etc. After the installation work of the underground unit box is completed, the floor 12 of the building 2 will be constructed, and then the construction of the frame on the ground floor will begin. Another method for installing an underground unit box is to construct a hole 10 of the required depth, a foundation 7, and an underground beam 14 under the floor of the building to be constructed, and pour water into the hole and move the crane 11 into the hole. The underground unit box 1 is suspended and floated, and the underground unit box is attached to the underground beam 1.
After that, the water in the hole is drained and the outer periphery of the underground unit box is covered with embankment or concrete.

地下ユニットボックス1の設置作業が終ったら掘削部分
の埋め戻しをおこないかつ建物2の床を構成し次に地上
階の躯体工事に取りかかる。以上、この発明に係る地下
ユニットボックスは、.建物の床梁または地中梁に吊っ
て埋設してあるので地下ユニットボックスを支持する基
礎や支持杭を省略することができ、また地下ユニットボ
ックスは地上で製作することができ、防水工事も地上で
できるので工期の短縮化並びに工事費の低廉化がはかれ
る。
After the installation work of the underground unit box 1 is completed, the excavated portion is backfilled and the floor of the building 2 is constructed, and then the construction of the frame on the ground floor begins. As described above, the underground unit box according to the present invention is as follows. Since it is suspended and buried from the floor beam or underground beam of the building, the foundation and support piles that support the underground unit box can be omitted, and the underground unit box can be manufactured above ground, and waterproofing work can be done above ground. Since it can be done in a short time, the construction period can be shortened and construction costs can be reduced.

またこの発明に係る地下ユニットボックスの設置方法に
よれば地下ユニットボックスを支持する部分の基礎工事
や杭打ち工事がなくかつ地下ユニットボックスを吊り下
げる床梁には鉄骨梁やRC梁を使用できるのできわめて
簡単に地下室を設けることができる。また、地下水位の
有効利用によって地下ユニットボックスを据え付ける際
のレベル調製が簡単にできる。
Furthermore, according to the method for installing an underground unit box according to the present invention, there is no need for foundation work or piling work for the part that supports the underground unit box, and steel beams or RC beams can be used as the floor beams for suspending the underground unit box. Setting up a basement is extremely easy. In addition, by effectively utilizing the groundwater level, level adjustment can be easily made when installing the underground unit box.

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

第1図および第2図は地下ユニットボックスの設置状態
を示す建物の躯体平面図および断面図、第3図〜第8図
および第9図、第10図は地下ユニットボックスの設置
方法を示す順序図である。 1・・地下ユニットボックス、2・・建物、3・・床梁
、4・・外側ボックス、5・・内側ボックス、6・・ハ
ッチ、7・・基礎、8・・シートパイルや金属製矢板、
9・・掘削重機、10・・穴、11・・クレーン、12
・・床、131・アンカーボルト、14・・地中梁。 第1図 第2図 第3図 第4図 第5図 第6図 第7図 第8図 第9図 第10図
Figures 1 and 2 are a plan view and cross-sectional view of the building frame showing how the underground unit box is installed, and Figures 3 to 8, 9, and 10 are the order showing how to install the underground unit box. It is a diagram. 1. Underground unit box, 2. Building, 3. Floor beam, 4. Outer box, 5. Inner box, 6. Hatch, 7. Foundation, 8. Sheet pile or metal sheet pile.
9... Heavy excavation equipment, 10... Hole, 11... Crane, 12
・・Floor, 131・Anchor bolt, 14・・Underground beam. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10

Claims (1)

【特許請求の範囲】 1 建物の床下に地下ユニツトボツクスを前記建物の床
梁に吊つて埋設してあることを特徴とする地下ユニツト
ボツクス。 2 建築される建物の床下に必要深さの穴を形成し、形
成した前記穴内に水を注水するとともにこの中に地下ユ
ニツトボツクスを浮かせかつ該地下ユニツトボツクスを
前記建物の床梁に吊り下げ、しかる後、前記穴内の水を
排水し、かつ埋め戻すことを特徴とする地下ユニツトボ
ツクスの設置方法。
[Scope of Claims] 1. An underground unit box, characterized in that the underground unit box is suspended from a floor beam of the building and buried under the floor of the building. 2. Forming a hole of the required depth under the floor of the building to be constructed, pouring water into the hole, floating an underground unit box therein, and suspending the underground unit box from the floor beam of the building; A method for installing an underground unit box, characterized in that the water in the hole is then drained and the hole is backfilled.
JP56187337A 1981-11-20 1981-11-20 Underground unit box and its installation method Expired JPS6015772B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56187337A JPS6015772B2 (en) 1981-11-20 1981-11-20 Underground unit box and its installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56187337A JPS6015772B2 (en) 1981-11-20 1981-11-20 Underground unit box and its installation method

Publications (2)

Publication Number Publication Date
JPS5891225A JPS5891225A (en) 1983-05-31
JPS6015772B2 true JPS6015772B2 (en) 1985-04-22

Family

ID=16204227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56187337A Expired JPS6015772B2 (en) 1981-11-20 1981-11-20 Underground unit box and its installation method

Country Status (1)

Country Link
JP (1) JPS6015772B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03103572U (en) * 1990-02-07 1991-10-28

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03103572U (en) * 1990-02-07 1991-10-28

Also Published As

Publication number Publication date
JPS5891225A (en) 1983-05-31

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