JPH02125014A - Adjacent house collapse preventing method in weak ground drilling - Google Patents
Adjacent house collapse preventing method in weak ground drillingInfo
- Publication number
- JPH02125014A JPH02125014A JP23884788A JP23884788A JPH02125014A JP H02125014 A JPH02125014 A JP H02125014A JP 23884788 A JP23884788 A JP 23884788A JP 23884788 A JP23884788 A JP 23884788A JP H02125014 A JPH02125014 A JP H02125014A
- Authority
- JP
- Japan
- Prior art keywords
- house
- adjacent
- ground
- wooden
- base
- 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
- 238000000034 method Methods 0.000 title claims description 9
- 238000005553 drilling Methods 0.000 title abstract 3
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 4
- 229910052742 iron Inorganic materials 0.000 abstract 2
- 230000003449 preventive effect Effects 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 description 5
- 230000002265 prevention Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、軟弱地盤に建てられている主として木造の既
設家屋に隣接して、ビルその他の建造物を新築する際に
用いられる軟弱地盤掘削時の隣接家屋の崩壊防止方法に
関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to soft ground excavation used when constructing a new building or other structure adjacent to an existing wooden house built on soft ground. This relates to a method for preventing the collapse of adjacent houses.
第3図に示すごとく、比較的軟弱な地盤1に建てられて
いる木造家屋2に隣接してビル等の剛構造物3を新築す
る際には、その剛構造物3の周囲にシートバイル4を打
設した内側に基礎を掘削して抗5を打設し、剛構造物3
を築造することになるが、特に軟弱な地盤1に建てられ
た古い柔弱構造の木造家屋2の場合、工事中に矢印Tの
ごとく傾いたり、崩壊しやすく、従来その防止対策に著
しい費用を要するという問題があった。As shown in FIG. 3, when constructing a new rigid structure 3 such as a building adjacent to a wooden house 2 built on relatively soft ground 1, a sheet pile 4 is installed around the rigid structure 3. A foundation was excavated on the inside of the concrete structure, and a resistor 5 was poured.
However, especially in the case of an old wooden house 2 with a flexible structure built on soft ground 1, it tends to tilt or collapse as shown by arrow T during construction, and conventional measures to prevent this are extremely expensive. There was a problem.
本発明は、前記従来の問題点を解消するためになされた
ものであり、木造家屋等の既設家屋に隣接して構造物の
基礎を掘削する際に、既設家屋の崩壊や傾きを容易に防
止でき、比較的コストを要しない軟弱地盤掘削時の隣接
家屋の崩壊防止方法を提供することを目的としたもので
ある。The present invention was made in order to solve the above-mentioned conventional problems, and when excavating the foundation of a structure adjacent to an existing house such as a wooden house, it is possible to easily prevent the existing house from collapsing or leaning. The purpose of this invention is to provide a method for preventing the collapse of adjacent houses during excavation in soft ground, which is possible and relatively inexpensive.
上記の目的を達成するための本発明の崩壊防止方法は、
比較的軟弱な地盤に構造物の基礎を掘削する際に、木造
時の隣接家屋に沿って所定の間隔をおいて複数のH型鋼
、■ビーム、古し−ル等の垂直部材をその地盤中に支持
層へその下端が達するまで貫入の上、各垂直部材と、隣
接家屋の床板を受ける横木である根太とを針金や番線等
で結びつけておくことを特徴としたものであり、この状
態で構造物の基礎を構築後、隣接家屋との間の地盤を完
全に埋め戻すことにより、隣接家屋に影響を及ぼすこと
なく構造物を新築することができる。The collapse prevention method of the present invention for achieving the above object is as follows:
When excavating the foundation of a structure in relatively soft ground, vertical members such as H-shaped steel beams, This method is characterized by penetrating the support layer until its lower end reaches the support layer, and then connecting each vertical member to the joist, which is a crosspiece that receives the floorboards of an adjacent house, with wire or cordage. After constructing the foundation of a structure, by completely backfilling the ground between adjacent houses, a new structure can be built without affecting the neighboring houses.
以下図面を参照して本発明の詳細な説明するが、第1図
は本発明の方法を適用して軟弱地盤掘削時の隣接家屋の
崩壊防止工事を施した一実施例の正断面図、第2図は第
1図のA−A方向の側断面図である。The present invention will be described in detail below with reference to the drawings. Fig. 1 is a front sectional view of an embodiment in which the method of the present invention is applied to prevent the collapse of an adjacent house during excavation in soft ground. FIG. 2 is a side sectional view taken along the line A--A in FIG. 1.
まず、比較的軟弱な地盤1に建てられた木造等の既存建
物に隣接して一点鎖線で示すごとき剛構造物3を新築す
るため、その剛構造物3の基礎を掘削する際に、その隣
接家屋である木造家屋2に沿って所定の間隔H1例えば
この実施例のごとく、H=4〜5mの間隔をおいて複数
の古レール6等の垂直部材をその地盤1中に底部の支持
層7へ達するまで貫入する。First, in order to construct a new rigid structure 3 as shown by the dashed line adjacent to an existing building such as a wooden building built on relatively soft ground 1, when excavating the foundation of the rigid structure 3, A plurality of vertical members such as old rails 6 are placed in the ground 1 at predetermined intervals H1, for example, in this embodiment, at intervals of H=4 to 5 m along the wooden house 2, which is a house. Penetrate until it reaches.
次に、各古レール6と木造家屋2の床板8を受ける横木
である根太9とを針金10または番線等で結びつけてお
くものである。Next, each old rail 6 and a joist 9, which is a crosspiece for receiving the floorboard 8 of the wooden house 2, are connected using wires 10 or wires.
以上のごとき隣接した木造家屋2の崩壊防止工事を施し
た後に、従来と同様に剛構造物3の基礎の掘削を行ない
、基礎の構築後に木造家屋2と剛構造物3との間の地盤
1を完全に埋め戻しの上、古レール6を引き抜く復旧工
事を行なうことにより隣接した木造家屋2に影響を及ぼ
すことがない。After carrying out the collapse prevention work of the adjacent wooden house 2 as described above, the foundation of the rigid structure 3 is excavated in the same manner as before, and after the foundation is constructed, the ground 1 between the wooden house 2 and the rigid structure 3 is By completely backfilling the rails and pulling out the old rails 6 for restoration work, the adjacent wooden house 2 will not be affected.
なお、上記実施例では垂直部材として古レール6を使用
しているが、古レール6の代りにH型鋼またはIビーム
、さらにはシートパイルなどどのような垂直部材を用い
てもよい。In the above embodiment, the old rail 6 is used as the vertical member, but instead of the old rail 6, any vertical member such as an H-beam, an I-beam, or even a sheet pile may be used.
〔発明の効果]
以上に説明したごとく、本発明の方法によれば、木造家
屋等の既設家屋に隣接して剛構造物の基礎を掘削する際
に、既設家屋の崩壊や傾きを容易に防止できると共に、
その崩壊防止工事を比較的安価にかつ確実に行なうこと
ができるので、全体の構築費用を削減できるという利点
がある。[Effects of the Invention] As explained above, according to the method of the present invention, when excavating the foundation of a rigid structure adjacent to an existing house such as a wooden house, it is possible to easily prevent the existing house from collapsing or leaning. As well as being able to
Since the collapse prevention work can be carried out relatively inexpensively and reliably, there is an advantage that the overall construction cost can be reduced.
第1図は本発明の方法を適用して軟弱地盤掘削時の隣接
家屋の崩壊防止工事を施した一実施例の正断面図、第2
図は第1図のA−A方向の側断面図、第3図は従来の軟
弱地盤掘削時の隣接家屋の傾く状態の説明用正断面図で
ある。
1・・・比較的軟弱な地盤、2・・・木造家屋、3・・
・剛構造物、6・・・古レール、7・・・支持層、9・
・・根太、10・・・針金、H・・・所定の間隔。
代理人 弁理士 小 川 信 −Figure 1 is a front cross-sectional view of an example in which the method of the present invention was applied to prevent the collapse of an adjacent house during excavation in soft ground;
The figure is a side sectional view taken along the line AA in FIG. 1, and FIG. 3 is a front sectional view for explaining the state in which an adjacent house is tilted during conventional soft ground excavation. 1... Relatively soft ground, 2... Wooden house, 3...
・Rigid structure, 6... Old rail, 7... Support layer, 9.
...Joist, 10...Wire, H...Predetermined interval. Agent Patent Attorney Nobuo Ogawa −
Claims (1)
家屋に沿って所定の間隔をおいて垂直部材をその地盤中
に支持層へ達するまで貫入の上、各垂直部材と隣接家屋
の根太とを結びつけておく軟弱地盤掘削時の隣接家屋の
崩壊防止方法。When excavating the foundation of a structure in relatively soft ground, vertical members are penetrated into the ground at predetermined intervals along adjacent houses until they reach the supporting layer, and each vertical member and adjacent house are A method to prevent adjacent houses from collapsing when excavating soft ground by connecting the joists together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23884788A JPH02125014A (en) | 1988-09-26 | 1988-09-26 | Adjacent house collapse preventing method in weak ground drilling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23884788A JPH02125014A (en) | 1988-09-26 | 1988-09-26 | Adjacent house collapse preventing method in weak ground drilling |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02125014A true JPH02125014A (en) | 1990-05-14 |
Family
ID=17036153
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23884788A Pending JPH02125014A (en) | 1988-09-26 | 1988-09-26 | Adjacent house collapse preventing method in weak ground drilling |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02125014A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007039012A (en) * | 2005-06-28 | 2007-02-15 | Murakami Corp | Method for draining water deposited on lower portion of mirror surface, and mirror having draining device |
JP2019127747A (en) * | 2018-01-24 | 2019-08-01 | 株式会社竹中工務店 | Construction method for structure |
-
1988
- 1988-09-26 JP JP23884788A patent/JPH02125014A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007039012A (en) * | 2005-06-28 | 2007-02-15 | Murakami Corp | Method for draining water deposited on lower portion of mirror surface, and mirror having draining device |
JP2019127747A (en) * | 2018-01-24 | 2019-08-01 | 株式会社竹中工務店 | Construction method for structure |
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