JPS6311772A - Construction method for crushing structure - Google Patents
Construction method for crushing structureInfo
- Publication number
- JPS6311772A JPS6311772A JP15289586A JP15289586A JPS6311772A JP S6311772 A JPS6311772 A JP S6311772A JP 15289586 A JP15289586 A JP 15289586A JP 15289586 A JP15289586 A JP 15289586A JP S6311772 A JPS6311772 A JP S6311772A
- Authority
- JP
- Japan
- Prior art keywords
- tubular member
- crushing
- internal pressure
- construction method
- concrete 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title description 5
- 238000000034 method Methods 0.000 claims description 7
- 238000005553 drilling Methods 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 230000003068 static effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（産業上の利用分野）
近時、都市部における構造物の解体作業や原子カプラン
トの解体作業などにおいては、無振動、無騒音で行うこ
とが要求されつつある。本発明は、この無振動、無騒音
をきびしく要求、される構造物の破砕を行う場合に、あ
らかじめ構造物に破砕機能をもたせて安全かつ経済的に
構造物の破砕を行う工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) In recent years, there has been a growing demand for demolition work of structures in urban areas, demolition work of atomic couplants, etc. to be carried out without vibration or noise. The present invention relates to a construction method for safely and economically crushing a structure by providing a crushing function to the structure in advance when crushing a structure that strictly requires vibration-free and noise-free. .
（従来の技術）
現在知られている静的な破砕工法としては、構造物のコ
ンクリート躯体に削孔して後、この孔内に膨張剤（静的
破砕剤）を注入してコンクリートを破砕する工法、また
は削孔後に、その孔内壁に油圧又は水圧をかけ破砕する
工法、およびウォータージエ”／トによる破砕工法等が
ある。(Prior art) Currently known static crushing methods involve drilling holes in the concrete frame of a structure and then injecting an expanding agent (static crushing agent) into the holes to crush the concrete. There are four methods: a method in which the inner wall of the hole is fractured by applying hydraulic or water pressure after drilling, and a method in which the inner wall of the hole is fractured using a water jet.
（発明が解決しようとする問題点）
しかしながら上述した従来の静的破砕工法は、ウォータ
ージェットによるものを除いて全て、構造物のコンクリ
ート躯体に多数の孔をあけなければならないため、この
削孔作業に多くの労力と時間を必要とする上に、削孔作
業によっても振動や騒音を発生するという問題点があっ
た。(Problem to be solved by the invention) However, all of the conventional static crushing methods described above, except for those using water jets, require drilling a large number of holes in the concrete frame of the structure. In addition to requiring a lot of labor and time, the drilling process also generates vibration and noise.
（問題点を解決するための手段）
上述の問題点を解決するため本発明においては、内圧に
よって膨張する断面形状を有する管状部材をあらかじめ
構造物のコンクリート躯体内に埋設しておき、構造物の
破砕時に前記管状部材に内圧をかけて、この管状部材を
膨張させることにより構造物を破砕するようにする。(Means for Solving the Problems) In order to solve the above-mentioned problems, in the present invention, a tubular member having a cross-sectional shape that expands due to internal pressure is buried in advance in the concrete frame of the structure. At the time of crushing, internal pressure is applied to the tubular member to expand the tubular member, thereby crushing the structure.
（作 用）
上述のように本発明においては、内圧によって膨張する
断面形状を有する管状部材をあらかじめ構造物の構築時
にコンクリート躯体内に埋設しておき、構造物の破砕時
に前記管状部材に水圧または油圧等による内圧をかけて
、この管状部材を膨張させることにより構造物を破砕す
るようにしたから、従来工法のように多数の孔をコンク
リート躯体にあける必要がなくなる。(Function) As described above, in the present invention, a tubular member having a cross-sectional shape that expands due to internal pressure is buried in a concrete frame in advance when constructing a structure, and when the structure is crushed, water pressure or pressure is applied to the tubular member. Since the structure is crushed by applying internal pressure such as hydraulic pressure to expand this tubular member, there is no need to drill numerous holes in the concrete frame as in conventional construction methods.
したがって本発明によれば、削孔作業に要する多くの労
力と時間が全く不要となるため、この種破砕作業の能率
を著しく向上させることができる上に、削孔作業に伴う
振動および騒音もなくなるから、無振動、無騒音の効果
をより高めることができる。Therefore, according to the present invention, the large amount of labor and time required for drilling work is completely unnecessary, so the efficiency of this type of crushing work can be significantly improved, and the vibration and noise accompanying the drilling work are also eliminated. Therefore, the vibration-free and noise-free effects can be further enhanced.
（実施例） 以下、図面について本発明の詳細な説明する。(Example) Hereinafter, the present invention will be described in detail with reference to the drawings.
図中１は構造物（地中連続壁）のコンクリート躯体であ
り、第２図に示すＢはそのガイドウオールの厚さで、本
実施例の場合Ｂ＝２０ｃｍである。1 in the figure is the concrete frame of the structure (underground continuous wall), and B shown in FIG. 2 is the thickness of its guide wall, which in this example is B=20 cm.
本実施例においては、第３図ｔａ）に詳細に示すような
、内圧によって膨張する断面形状を有する管状部材２を
あらかじめ構造物の構築時にコンクリート躯体１内に１
ｍピンチで埋設しておき、構造物の破砕時に前記管状部
材２内に４００ ｋｇ ／ ｃｍ ２の水圧をかけたと
ころ、この管状部材２の膨張に伴って無振動、無騒音で
この構造物を破砕することができた。In this embodiment, a tubular member 2 having a cross-sectional shape that expands due to internal pressure, as shown in detail in FIG.
When the structure was buried in a pinch and a water pressure of 400 kg/cm2 was applied inside the tubular member 2, the structure was destroyed without vibration or noise as the tubular member 2 expanded. I was able to crush it.
なお第３図ｔａ）〜（ｆ）は、内圧によって膨張する断
面形状を有する管状部材２の各種断面形状を示すもので
、ここに例示したもの以外の管状部材でも勿論差し支え
ない。Note that FIGS. 3(a) to 3(f) show various cross-sectional shapes of the tubular member 2 having a cross-sectional shape that expands due to internal pressure, and of course, tubular members other than those illustrated here may be used.
またこの管状部材２の材質は、通常鉄管等の金属管が適
しているが、この外、合成樹脂管、またはゴム管等も使
用することができる。Further, as for the material of the tubular member 2, a metal tube such as an iron tube is usually suitable, but a synthetic resin tube, a rubber tube, etc. can also be used.
（発明の効果）
上述のように本発明においては、内圧によって膨張する
断面形状を有する管状部材２をあらかじめ構造物の構築
時にコンクリート躯体１内に埋設しておき、構造物の破
砕時に前記管状部材２に水圧または油圧等による内圧を
かけて、この管状部材２を膨張させることシこより構造
物を破砕するようにしたから、従来工法のように多数の
孔をコン−クリ−１１体にあける必要がなくなる。(Effects of the Invention) As described above, in the present invention, the tubular member 2 having a cross-sectional shape that expands due to internal pressure is buried in the concrete frame 1 in advance when constructing the structure, and the tubular member 2 is buried in the concrete frame 1 when the structure is crushed. Since the structure is fractured by applying internal pressure such as water pressure or hydraulic pressure to the tubular member 2 to expand it, it is necessary to drill a large number of holes in the concrete 11 as in the conventional construction method. disappears.
したがって本発明によれば、削孔作業に要する多くの労
力と時間が全く不要となるため、この種破砕作業の能率
を著しく向上させることができる上に、削孔作業に伴う
振動および騒音もなくなるから、無振動、無騒音の効果
をより一層高めることができるというすぐれた効果が得
られる。Therefore, according to the present invention, the large amount of labor and time required for drilling work is completely unnecessary, so the efficiency of this type of crushing work can be significantly improved, and the vibration and noise accompanying the drilling work are also eliminated. This provides an excellent effect of further enhancing the vibration-free and noise-free effects.
第１図は本発明工法に係る構造物の平断面図、第２図は
そのＡ−Ａ断面図、
第３図（ａ）〜（ｆｌは管状部材の各種断面形状図であ
る。
１−・コンクリート躯体 ２−管状部材第１図
第２図
第
（ａ）
（Ｃ）
（ｅ）
３図
（ｂ）
（ｄ）
（ｆ ）Fig. 1 is a plan sectional view of a structure according to the construction method of the present invention, Fig. 2 is a sectional view taken along line AA thereof, and Figs. 3(a) to (fl) are various sectional shapes of tubular members. Concrete frame 2-Tubular members Figure 1 Figure 2 (a) (C) (e) Figure 3 (b) (d) (f)
Claims (1)
あらかじめ構造物のコンクリート躯体内に埋設しておき
、構造物の破砕時に前記管状部材に内圧をかけて、この
管状部材を膨張させることにより構造物を破砕するよう
にしたことを特徴とする構造物の破砕工法。1. A tubular member having a cross-sectional shape that expands due to internal pressure is buried in the concrete frame of the structure in advance, and when the structure is crushed, internal pressure is applied to the tubular member to cause the tubular member to expand. A method for crushing structures, characterized by crushing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15289586A JPS6311772A (en) | 1986-06-30 | 1986-06-30 | Construction method for crushing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15289586A JPS6311772A (en) | 1986-06-30 | 1986-06-30 | Construction method for crushing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6311772A true JPS6311772A (en) | 1988-01-19 |
Family
ID=15550475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15289586A Pending JPS6311772A (en) | 1986-06-30 | 1986-06-30 | Construction method for crushing structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6311772A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07127286A (en) * | 1993-11-01 | 1995-05-16 | Kajima Corp | Method for demolishing reinforced concrete building |
| JPH08316868A (en) * | 1995-05-17 | 1996-11-29 | Nec Corp | Radio communication equipment |
| JP2009121199A (en) * | 2007-11-19 | 2009-06-04 | Shimizu Corp | Removable temporary structure and removal method of temporary structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5542971A (en) * | 1978-09-25 | 1980-03-26 | Furukawa Electric Co Ltd | Method and device for dismantling structure |
-
1986
- 1986-06-30 JP JP15289586A patent/JPS6311772A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5542971A (en) * | 1978-09-25 | 1980-03-26 | Furukawa Electric Co Ltd | Method and device for dismantling structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07127286A (en) * | 1993-11-01 | 1995-05-16 | Kajima Corp | Method for demolishing reinforced concrete building |
| JPH08316868A (en) * | 1995-05-17 | 1996-11-29 | Nec Corp | Radio communication equipment |
| JP2009121199A (en) * | 2007-11-19 | 2009-06-04 | Shimizu Corp | Removable temporary structure and removal method of temporary structure |
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