JPS63315734A - Construction of basement in existing building - Google Patents
Construction of basement in existing buildingInfo
- Publication number
- JPS63315734A JPS63315734A JP62151274A JP15127487A JPS63315734A JP S63315734 A JPS63315734 A JP S63315734A JP 62151274 A JP62151274 A JP 62151274A JP 15127487 A JP15127487 A JP 15127487A JP S63315734 A JPS63315734 A JP S63315734A
- Authority
- JP
- Japan
- Prior art keywords
- basement
- panel
- space
- groundwater
- existing building
- 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 description 12
- 239000003673 groundwater Substances 0.000 claims abstract description 21
- 239000004568 cement Substances 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 241001417495 Serranidae Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、高地下水位の場所にある既存建物の内部に、
後から地下室を構築する既存建物内の地下室構築方法に
関するものである。[Detailed Description of the Invention] [Industrial Field of Application] The present invention provides a method of installing a
The present invention relates to a method of constructing a basement in an existing building in which the basement is constructed later.
高地下水位の地域に建てられた既存建物の内部に地下室
を構築することは、その既存建物内に搬入する構築機材
がその寸法的及び重量的な制約を受け、建設機器の搬入
ができないと共に、その既存建物の地下室用空間を掘削
すると、その空間内に地下水が充満するため、その水中
で地下室用パネル等の組立ができないという問題があり
、そのため既存建物内の地下室構築工事の実績は住宅用
としては殆んどないというのが実情である。Constructing a basement inside an existing building built in an area with a high groundwater level means that the construction equipment that will be brought into the existing building will be subject to size and weight restrictions, making it impossible to bring construction equipment into the building. When the basement space of an existing building is excavated, the space is filled with groundwater, making it impossible to assemble basement panels in the water. The reality is that there are almost no such cases.
本発明は、前記従来の問題点を解消し、高地下水位にあ
る既存建物内の地下室構築を人力により効率良く行ない
うる既存建物内の地下室構築方法を提供することを目的
としたものである。SUMMARY OF THE INVENTION An object of the present invention is to provide a method for constructing a basement in an existing building, which solves the above-mentioned conventional problems and allows efficient manual construction of a basement in an existing building located at a high groundwater level.
上記の目的を達成するための本発明の既存建物内の地下
室構築方法は、高い地下水位地域に建てられている既存
建物内の地下室用空間を掘削し、その地下室用空間の上
部に仮組した木製梁等の枠組上において、梁組、床パネ
ル、柱及び腰部壁パネル等からなる有底箱型の地下室用
パネルを組立の後、地下室用空間内の地下水に上記地下
室用パネルを室内クレーン等を用いて浮上させ、その地
下水を地下室用パネル内にポンプにより注入して沈降さ
せ、地下室用空間の地盤壁と、地下室用パネルとの間を
セメントで接着後、地下室用パネル内の水をポンプによ
り排水することにより、地下室用パネルを既存建物内の
地下室用空間内に固定することを特徴としたものである
。The method of constructing a basement in an existing building according to the present invention to achieve the above object is to excavate a basement space in an existing building built in a high groundwater level area, and temporarily assemble it above the basement space. After assembling a bottomed box-shaped basement panel consisting of beams, floor panels, columns, waist wall panels, etc. on a framework of wooden beams, etc., the above-mentioned basement panel is placed into the groundwater in the basement space using an indoor crane, etc. The groundwater is then pumped into the basement panel and allowed to settle. After bonding the ground wall of the basement space and the basement panel with cement, the water inside the basement panel is pumped. This feature is characterized in that the basement panel is fixed within the basement space of an existing building by draining water.
上記の方法によれば、既存建物内に搬入可能な構築機材
のみを用いて、人力により地下室の構築が効率良く可能
となり、地下水の浸出は地下室用パネルの外側でセメン
トで止められることになる。According to the above method, it is possible to efficiently construct a basement by human labor using only construction equipment that can be carried into an existing building, and leakage of groundwater is stopped with cement outside the basement panel.
以下図面を参照して本発明の地下室構築方法を用いた一
実施例を説明する。An embodiment using the basement construction method of the present invention will be described below with reference to the drawings.
まず、第1図の平面図及び第2図の側断面図に示すよう
に、地下水位りが高い土地に建てられた既存建物1内に
地下室を構築する際、その既存建物l内に地下室用空間
2を適宜な手段で掘削し、第1図のごとくその地下室用
空間2の上部にこの既存建物l内に搬入可能な寸法のハ
タ板と称する多数の木製梁等の枠組3を順次足場用に仮
組する。First, as shown in the plan view in Figure 1 and the side sectional view in Figure 2, when constructing a basement in an existing building 1 built on land with a high groundwater level, a basement A space 2 is excavated by an appropriate means, and a framework 3 made of a large number of wooden beams called grouper boards with dimensions that can be carried into the existing building 1 is sequentially installed on the top of the basement space 2 as shown in Figure 1 for scaffolding. Assemble temporarily.
なお、このような枠組3は個々の寸法が搬出入を容易に
するため短いものになっているので、ジヨイント材4を
用いて必要長さのものに組付けて使用することもできる
。Incidentally, since the individual dimensions of such a framework 3 are short in order to facilitate carrying in and out, the frame 3 can also be used by assembling it to a required length using joint materials 4.
次に、上記枠組3上に鋼製などの梁組5を第1図のごと
く配設し、第2図に示すように床パネル6A、柱7及び
腰部壁パネル6B等からなる有底箱型の地下室用パネル
8を人力により組立てて行く。Next, a beam assembly 5 made of steel or the like is arranged on the framework 3 as shown in FIG. 1, and as shown in FIG. The basement panels 8 are assembled manually.
上記地下室用パネル8が組立てられたところで、地下室
用空間2内の地下水Wに、上記地下室用パネル8を第3
図に示すクレーンガーダ9に設けられた室内クレーンl
Oを使用して第4−A図に示すごと(降して浮上させ、
第4−B図に示すごとくポンプ11を用いて地下水Wを
地下室用パネル8に注入することにより、地下室用パネ
ル8を沈降させ、着底後、第4−C図のごとく地下室用
空間2の地盤壁と、地下室用パネル8の外側との間をセ
メントCで接着させ、第4−D図に示すごとく地下室用
パネル8内の地下水Wをポンプ11で外部に排出し、セ
メントCが凝固すれば地下室用パネル8か地下室用空間
2に固定され、引き続き内装工事を施して地下室を完成
させるものである。After the basement panel 8 is assembled, the basement panel 8 is added to the groundwater W in the basement space 2 in a third place.
Indoor crane l installed on crane girder 9 shown in the figure
As shown in Figure 4-A using
By injecting groundwater W into the basement panel 8 using the pump 11 as shown in Figure 4-B, the basement panel 8 is allowed to settle, and after reaching the bottom, the basement space 2 is expanded as shown in Figure 4-C. The ground wall and the outside of the basement panel 8 are bonded with cement C, and as shown in Figure 4-D, the groundwater W in the basement panel 8 is discharged to the outside with a pump 11, and the cement C is solidified. For example, it is fixed to the basement panel 8 or the basement space 2, and the interior work is then performed to complete the basement.
以上に説明した本発明の地下室構築方法を採用すれば、
地下水位の高い場所に建てられている既存建物内に地下
室を後から構築することが可能になり、特に既存の建物
内に搬入可能な地下室構築用の機材により人力で効率的
に地下室を構築でき、その構築費用もかさまないという
効果がある。If the basement construction method of the present invention explained above is adopted,
It is now possible to construct a basement later in an existing building built in a place with a high groundwater level, and in particular, basement construction equipment that can be carried into an existing building allows for efficient construction of a basement by hand. This has the advantage that the construction cost is low.
第1図は本発明の地下室構築方法を用いて地下室を構築
する時の状態を示す平面図、第2図は第1図の説明用側
断面図、第3図は第2図の次の工程を示す側断面図、第
4−A図、第4−B図、第4−C図及び第4−D図は第
3図に引続いて行なわれる地下室構築工事の手順を示す
一連の要部側断面図である。
1・・・既存建物、2・・・地下室用空間、3・・・枠
組、8・・・地下室用パネル、11・・・ポンプ、C・
・・セメント、L・・・地下水位、W・・・地下水。Fig. 1 is a plan view showing the state when constructing a basement using the basement construction method of the present invention, Fig. 2 is a side sectional view for explaining Fig. 1, and Fig. 3 is a step following Fig. 2. The side sectional view, Figure 4-A, Figure 4-B, Figure 4-C, and Figure 4-D are a series of main parts showing the procedure of basement construction work to be carried out following Figure 3. FIG. 1... Existing building, 2... Basement space, 3... Frame, 8... Basement panel, 11... Pump, C.
...Cement, L...groundwater level, W...groundwater.
Claims (1)
その地下室用空間の上部に仮組した枠組上において、有
底箱型の地下室用パネルを組立ての後、該地下室用空間
内の地下水に該地下室用パネルを浮上させ、その地下水
をその地下室用パネル内に注入して沈降させ、地下室用
空間の地盤壁と地下室用パネルとの間をセメントで接着
後、地下室用パネル用の水を排水する既存建物内の地下
室構築方法。Excavating a basement space within an existing building located at a high groundwater level;
After assembling a bottomed box-shaped basement panel on the framework temporarily assembled above the basement space, the basement panel is floated on the groundwater in the basement space, and the groundwater is transferred to the basement panel. A method of constructing a basement in an existing building, in which water is poured into the basement and allowed to settle, and after bonding with cement between the ground wall of the basement space and the basement panel, the water for the basement panel is drained.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62151274A JPS63315734A (en) | 1987-06-19 | 1987-06-19 | Construction of basement in existing building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62151274A JPS63315734A (en) | 1987-06-19 | 1987-06-19 | Construction of basement in existing building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63315734A true JPS63315734A (en) | 1988-12-23 |
Family
ID=15515091
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62151274A Pending JPS63315734A (en) | 1987-06-19 | 1987-06-19 | Construction of basement in existing building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63315734A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09137610A (en) * | 1995-11-13 | 1997-05-27 | Yamabishi:Kk | Reinforced structure of wooden building |
FR2880902A1 (en) * | 2005-01-17 | 2006-07-21 | Marc Deshais | Construction module for dwelling, has inner enclosure constituted of metal plates forming metal case including part projecting relative to frontage of dwelling, where enclosure has stiffeners which are sunk in concrete casted around case |
-
1987
- 1987-06-19 JP JP62151274A patent/JPS63315734A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09137610A (en) * | 1995-11-13 | 1997-05-27 | Yamabishi:Kk | Reinforced structure of wooden building |
FR2880902A1 (en) * | 2005-01-17 | 2006-07-21 | Marc Deshais | Construction module for dwelling, has inner enclosure constituted of metal plates forming metal case including part projecting relative to frontage of dwelling, where enclosure has stiffeners which are sunk in concrete casted around case |
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