JP2566050B2 - How to construct a vertical structure below an existing building - Google Patents

How to construct a vertical structure below an existing building

Info

Publication number
JP2566050B2
JP2566050B2 JP2205188A JP20518890A JP2566050B2 JP 2566050 B2 JP2566050 B2 JP 2566050B2 JP 2205188 A JP2205188 A JP 2205188A JP 20518890 A JP20518890 A JP 20518890A JP 2566050 B2 JP2566050 B2 JP 2566050B2
Authority
JP
Japan
Prior art keywords
well
existing building
jack
sunk
frame
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
JP2205188A
Other languages
Japanese (ja)
Other versions
JPH0492020A (en
Inventor
隆之 曽根
雅彦 井出口
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP2205188A priority Critical patent/JP2566050B2/en
Publication of JPH0492020A publication Critical patent/JPH0492020A/en
Application granted granted Critical
Publication of JP2566050B2 publication Critical patent/JP2566050B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 《産業上の利用分野》 この発明は、既設建物の下方に地下立体駐車場などの
竪穴状構造物を構築する方法に関し、特に、プレキャス
トコンクリートや鉄板などからなる井筒部材をジャッキ
で下方に押圧しながら地盤中に沈設する工法に関する。
TECHNICAL FIELD The present invention relates to a method for constructing a vertical structure such as an underground multistory parking lot below an existing building, and particularly to a well pipe member made of precast concrete, an iron plate, or the like. It relates to a method of sunk in the ground while pressing down with a jack.

《従来の技術》 ケーソン工法のように井筒部材を地盤中に沈設する竪
穴状構造物の構築方法において、井筒部材の内部および
下部の地盤を掘削しながら井筒部材をその自重により沈
設するが、深度が増すにつれ井筒部材に働く土圧および
抵抗が増大し、井筒部材をスムーズに沈設することが困
難になる。そこで特公昭50−6086号公報に開示されてい
るように、井筒部材の内部および下部を掘削するのと並
行して、井筒部材をジャッキにより上から均等に押圧
し、その押圧力で井筒部材を下方に推進させるようにし
ている。
《Conventional technology》 In the method of constructing a vertical hole-like structure in which a well member is submerged in the ground like the caisson method, the well member is sunk by its own weight while excavating the inside and bottom ground of the well member, but at the depth As the soil pressure increases, the earth pressure and resistance acting on the well pipe member increase, making it difficult to smoothly bury the well pipe member. Therefore, as disclosed in Japanese Examined Patent Publication No. 50-6086, in parallel with excavating the inside and the bottom of the well member, the well member is uniformly pressed from above with a jack, and the well member is pressed by the pressing force. I try to push it downward.

《発明が解決しようとする課題》 特公昭50−6086号公報の工法では、井筒部材を沈設す
るのに先立って井筒部材のガイドとなるパイプを地盤中
に打ち込んで固定し、井筒部材を下方に押圧するための
ジャッキの支点をこの固定パイプにとっていた。この固
定パイプは井筒部材の内周に沿って複数本設けなければ
ならず、複数本のパイプを所定の配置で地盤に打ち込ん
で固定するという面倒な事前作業が不可欠であった。
<Problems to be Solved by the Invention> In the method of Japanese Patent Publication No. 50-6086, the pipe serving as a guide for the well member is driven into the ground and fixed before the well member is sunk, and the well member is moved downward. The fixed pipe was used as the fulcrum of the jack for pressing. A plurality of the fixed pipes must be provided along the inner circumference of the well member, and a troublesome preliminary work of driving the plurality of pipes into the ground in a predetermined arrangement to fix the pipes is indispensable.

この発明は前述した従来の問題点に鑑みなされたもの
で、その目的は、井筒部材を下方に押圧するためのジャ
ッキの支点となる固定部材を特別に新設する必要のない
既設建物の下方に竪穴状構造物を構築する方法を提供す
ることにある。
The present invention has been made in view of the above-mentioned conventional problems, and an object thereof is to make a vertical hole below an existing building that does not require a special new fixing member that serves as a fulcrum of a jack for pressing the well member downward. The object is to provide a method for constructing a structure-like structure.

《課題を解決するための手段》 そこで、請求項1にかかる発明では、既設建物の躯体
に反力をとって、プレキャストコンクリートや鉄板など
からなる井筒部材をジャッキで下方に押圧しながら地盤
中に沈設することとした。
<< Means for Solving the Problem >> Therefore, in the invention according to claim 1, the reaction force is applied to the skeleton of the existing building, and the well cylinder member made of precast concrete or iron plate is pushed downward by the jack to the ground. I decided to lay it down.

また、請求項2にかかる発明では、前記井筒部材は最
終的に構築される竪穴状構造物を高さ方向に複数に分割
してなり、最下部に沈設される井筒部材を前記ジャッキ
により既設建物の躯体に反力をとって下方に押圧した
後、前記ジャッキを縮め、沈設された井筒部材の上に新
たな井筒部材を積み重ねてから該ジャッキにより既設建
物の躯体に反力をとって当該井筒部材を下方に押圧する
こととした。
Further, in the invention according to claim 2, the well cylinder member is formed by dividing a vertical hole-shaped structure to be finally constructed into a plurality of pieces in the height direction, and the well cylinder member to be laid at the bottom is provided by the jack to the existing building. After pushing down the frame by applying a reaction force to the frame of the above, the jack is contracted, a new tube member is stacked on the sunk tube member, and the jack is used to apply a reaction force to the frame of the existing building It was decided to press the member downward.

《作 用》 前記既設建物の堅牢な躯体が前記ジャッキの支点とな
り、井筒部材をジャッキで押圧する際の反力を前記既設
建物の躯体から得ることになる。
<< Operation >> The solid structure of the existing building serves as a fulcrum of the jack, and the reaction force when pressing the well pipe member with the jack is obtained from the structure of the existing building.

《実施例》 第1図は本発明の一実施例を示するもので、既設建物
の地下部分に立体駐車場を増設する際の竪穴状構造物の
構築に本発明を適用したものである。
<< Embodiment >> FIG. 1 shows an embodiment of the present invention, in which the present invention is applied to construct a vertical hole-like structure when a multistory parking lot is added to an underground portion of an existing building.

図において、1は既設建物の躯体、2は順次沈設され
つつある四角枠状の鉄板製の井筒部材、3は地盤、4は
井筒部材2を下方に押圧して推進するための複数個のジ
ャッキである。
In the figure, 1 is a frame of an existing building, 2 is a square frame-shaped iron plate well member being sequentially sunk, 3 is the ground, and 4 is a plurality of jacks for pushing the well member 2 downward to propel it. Is.

井筒部材2を沈設しようとする既設建物1の地下部分
の地盤3に井筒部材2の形状に合わせた適当な深さの穴
を掘削し、そこに適当なさ毎に分割されている井筒部
材2をセットし、その井筒部材2の上端縁と既設建物の
躯体1との間に複数個のジャッキ4を取付け、ジャッキ
4でもって井筒部材2を下方に強く押圧する。
A well having a suitable depth corresponding to the shape of the well cylinder member 2 is drilled in the ground 3 in the underground portion of the existing building 1 in which the well cylinder member 2 is to be sunk, and the well cylinder members 2 divided into appropriate depths are drilled there. After setting, a plurality of jacks 4 are attached between the upper edge of the well member 2 and the frame 1 of the existing building, and the well member 2 is strongly pressed downward by the jack 4.

このジャッキ4による押圧力と地盤3を適当に掘り下
げることとを交互あるいは並行的に行い、井筒部材2を
地盤3中に埋め込む。井筒部材2がある程度沈設されて
ジャッキ4が伸びきったならばジャッキ4を縮め、既に
沈設された井筒部材2の上に次の井筒部材2を積み重
ね、その井筒部材2を再びジャッキ4で下方に押圧して
沈設方向に推進する。このような井筒部材2を順次積み
重ね、ジャッキ4による推進と井筒部材2の内部および
下部を掘り下げる作業とを繰り返して所定の深さの竪穴
状の空間を作りだし、井筒部材2の内周に例えばコンク
リートを打設して地下立体駐車場の躯体を構築する。
The pressing force by the jack 4 and the appropriate excavation of the ground 3 are performed alternately or in parallel to embed the well member 2 in the ground 3. When the well member 2 is sunk to some extent and the jack 4 is fully extended, the jack 4 is contracted, the next well member 2 is stacked on the already sunk well member 2, and the well member 2 is again lowered by the jack 4. Press to push in the direction of sinking. Such well cylinder members 2 are sequentially stacked, and the operation of jacking 4 and the work of digging the inner and lower portions of the well cylinder member 2 are repeated to create a vertical hole-shaped space having a predetermined depth. To construct the structure of the underground multi-storey car park.

《発明の効果》 以上詳細に説明したように、この発明の方法では、井
筒部材を地盤に沈設する際のジャッキによる推進力の反
力を既設建物の躯体にとるようにしたので、従来技術の
ようにジャッキの支点となるべき固定パイプ(アンカ
ー)を事前に設置するという面倒な作業を要することな
く、既設建物の下方を例えば地下立体駐車場などとして
有効利用することができる。
<Effects of the Invention> As described in detail above, in the method of the present invention, the reaction force of the propulsion force by the jack when the well member is sunk in the ground is applied to the skeleton of the existing building. As described above, the lower part of an existing building can be effectively used as, for example, an underground multi-storey parking lot without requiring the troublesome work of previously installing a fixed pipe (anchor) to be a fulcrum of a jack.

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

第1図は既設建物の下に地下立体駐車場などの竪穴状構
造物を構築する際に本発明を適用した実施例の概略図で
ある。 1……既設建物の躯体 2……井筒部材 3……地盤 4……ジャッキ
FIG. 1 is a schematic view of an embodiment to which the present invention is applied when constructing a vertical structure such as an underground multistory parking lot under an existing building. 1 …… Skeletal structure of existing building 2 …… Izutsu member 3 …… Ground 4 …… Jack

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】既設建物の躯体に反力をとって、プレキャ
ストコンクリートや鉄板などからなる井筒部材をジャッ
キで下方に押圧しながら地盤中に沈設することを特徴と
する既設建物の下方に竪穴構造物を構築する方法。
1. A vertical hole structure below an existing building, characterized in that a reaction force is applied to a frame of the existing building and the well-barrel member made of precast concrete, an iron plate or the like is pushed downward by a jack and is sunk in the ground. How to build things.
【請求項2】前記井筒部材は最終的に構築される竪穴状
構造物を高さ方向に複数に分割してなり、最下部に沈設
される井筒部材を前記ジャッキにより既設建物の躯体に
反力をとって下方に押圧した後、前記ジャッキを縮め、
沈設された井筒部材の上に新たな井筒部材を積み重ねて
から該ジャッキにより既設建物の躯体に反力をとって当
該井筒部材を下方に押圧することを特徴とする請求項1
に記載の既設建物の下方に竪穴状構造物を構築する方
法。
2. The well-barrel member is formed by dividing a vertically structured structure to be finally constructed into a plurality of parts in the height direction, and the well-barrel member to be laid at the lowermost portion is reacted by the jack against a frame of an existing building. After pressing and pressing downward, shrink the jack,
2. A new well pipe member is stacked on the well pipe member that has been sunk, and then the jack is used to apply a reaction force to the frame of the existing building to press the well pipe member downward.
A method of constructing a vertical structure below the existing building described in.
JP2205188A 1990-08-03 1990-08-03 How to construct a vertical structure below an existing building Expired - Lifetime JP2566050B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2205188A JP2566050B2 (en) 1990-08-03 1990-08-03 How to construct a vertical structure below an existing building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2205188A JP2566050B2 (en) 1990-08-03 1990-08-03 How to construct a vertical structure below an existing building

Publications (2)

Publication Number Publication Date
JPH0492020A JPH0492020A (en) 1992-03-25
JP2566050B2 true JP2566050B2 (en) 1996-12-25

Family

ID=16502867

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2205188A Expired - Lifetime JP2566050B2 (en) 1990-08-03 1990-08-03 How to construct a vertical structure below an existing building

Country Status (1)

Country Link
JP (1) JP2566050B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2703721B2 (en) * 1994-01-20 1998-01-26 ヤマハ化工建設株式会社 Caisson laying method
EE00970U1 (en) 2009-03-31 2010-10-15 As Amhold The method of constructing a building under the architectural “flattening

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5499308A (en) * 1978-01-23 1979-08-06 Kazuhiro Setoyama Method of sinking nonngravitating caisson without loading weight thereon
JPS6175121A (en) * 1984-09-21 1986-04-17 Yamaha Kako Kensetsu Kk Method of sinking caisson on soft ground

Also Published As

Publication number Publication date
JPH0492020A (en) 1992-03-25

Similar Documents

Publication Publication Date Title
US20120155968A1 (en) Construction method of cellar for building completed
JP4558145B2 (en) Seismic isolation method for existing buildings
CN111827280B (en) Ex-situ pouring, jacking and in-place hole digging pile retaining wall device and construction method thereof
JP2596798B2 (en) Existing building seismic isolation method
JP2566050B2 (en) How to construct a vertical structure below an existing building
JP3534928B2 (en) Construction method of seismic isolation pit for existing building
JP2640969B2 (en) Basement expansion method for existing buildings
CN105951863A (en) Construction device of active assembling type open caisson and construction method using same
JPS62288269A (en) Method for extending underground stair of building
CN210459300U (en) Enclosure structure for covering and digging station
JP2757026B2 (en) Reverse construction method of basement structure
JPH0559728A (en) Sheathing work above underground structure
JPH10317374A (en) Method for constructing underground column made of reinforced concrete
CN215888268U (en) Utilize slant steel of steel stand biography power to trade and prop system
CN1873164A (en) Construction method for multi-storied building
KR102199641B1 (en) Construction method of driven pile for newly built structure
CN217380609U (en) Shield tunnel approach construction supporting structure
JPH11166242A (en) Underground space constructing method and supporting structure in underground space construction
JPH08291529A (en) Underground floor construction method
JP2838019B2 (en) Caisson blade framing method
JPH0672517B2 (en) How to build a shaft
JP2936365B2 (en) Underground structure frame construction method
CN114855819A (en) Town road deep foundation pit supporting structure and construction process
JPH04315610A (en) Steel pile driving method and steel pile
JPS6013117A (en) Method and apparatus for penetration of pile using existing structure