JPH0355628B2 - - Google Patents
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- Publication number
- JPH0355628B2 JPH0355628B2 JP56094580A JP9458081A JPH0355628B2 JP H0355628 B2 JPH0355628 B2 JP H0355628B2 JP 56094580 A JP56094580 A JP 56094580A JP 9458081 A JP9458081 A JP 9458081A JP H0355628 B2 JPH0355628 B2 JP H0355628B2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- destroyed
- iron
- destructive
- partition wall
- 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
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- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
本発明は、コンクリート構造物、地山、岩石或
はアスフアルト硬化体などの被破壊体を膨脹性物
質により破壊促進すると共に破壊指向する方法に
関する。
被破壊体に設けられた孔(全体)中に、膨脹性
物質のスラリーを充填する前または後に板状また
はY字型板状の如き仕切材を挿入することによつ
て、熱が孔中に蓄積して孔中の蒸気圧が上昇し、
スラリーが注入口より噴出する現象(鉄砲現象)
を防止して、効果的に被破壊体を破壊する方法は
知られている(特開昭56−6896号)。
本発明者は、このような破壊材の破壊力を所望
の方向に指向させる方法について検討を重ねた結
果、被破壊体の孔中に一対の仕切壁から構成され
る空隙部を設け、その空隙部に破壊材を充填して
被破壊材を破砕することにより、上記目的が達成
されることを見出し、かかる知見に基づいて本発
明に到達した。
すなわち本発明は、コンクリート構造物、地
山、岩石或はアスフアルト硬化体などの被破壊体
に設けられた孔に、配合調整されまたはさらに水
和反応促進剤の添加などにより膨脹発現を促進し
た膨脹性破壊材を充填し、該破壊材を急激に反応
させて速やかに被破壊体を破砕する解体法におい
て、上記孔中に少くとも一対の仕切壁から構成さ
れる空隙部を設け、該空隙部に膨脹性破壊材を注
入することにより、破壊力を一定方向へ指向並び
に促進させることを特徴とするコンクリート構造
物、地山、或はアスフアルト硬化体などの被破壊
体の解体促進指向方法を提供するものである。
本発明をさらに詳述すると、コンクリート構造
物、地山、岩石、アスフアルト硬化体などの被破
壊体に孔をあけ、その中に膨脹性破壊材スラリー
を充填し、好ましくは型枠で機械的に拘束した状
態で破壊材を急激に反応させて被破壊体を速やか
に解体する方法において、被破壊体の破壊材によ
る破壊方向を自由に決定することができるばかり
か、破壊材による破壊力を大巾に増強することが
できる方法である。
従来、膨脹性破壊材による被破壊材の破壊状態
は第1図に示す如きものであつたので、破壊材3
による破壊力は孔2から周囲に分散され集中力が
なく効果的でなかつたが、本発明の解体促進指向
方法では第2〜10図に示すとおり、孔2中に少
なくとも一対の仕切壁6から構成される空隙部7
を設け、該空隙部に破壊材スラリーを充填するこ
とによりその破壊力は、矢印方向のみ、すなわち
一定方向へのみ破壊力が指向するばかりでなく、
本来なら当然あらゆる方向へ行くはづの破壊分力
も仕切壁6にさえぎられ、一定方向以外へは進ま
ず、特定方向(矢印)のみへ集中するので、特定
方向への破壊力は大巾に促進され破砕時間も大巾
に短縮されると共に一定方向へ破壊力を指向する
ことができる。
また例えば第2図において、前記仕切壁6間の
距離lを制御することによりさらに自由に破壊力
を制御することができる。なお、第3図は、第2
図の一対の仕切壁6の左端を縦の壁で閉塞して、
右方向のみに破壊力を指向した応用例である。
本発明の破壊力を一定方向へ指向並びに促進さ
せるための仕切壁6の材質としては金属、合金、
鋳物、コンクリート(高強度コンクリート、スチ
ールおよび無機または有機繊維補強コンクリート
など)、合成樹脂、木材などの天然および人工部
材が使用されるが、仕切壁の強度が被破壊体の破
壊強度より大きいものであればいかなる材質でも
よい。
また、仕切壁6から構成させる空隙部7の形状
は第2〜8図に例示したように種々の形状があり
うる。そして互いの該仕切壁の面の間の距離が小
さい程破壊材の破壊力は増大する。
本発明で用いる膨脹性破壊材とは石灰系、カル
シウムサルホアルミネート系、仮焼ドロマイト
系、マグネシア系、普通ボルトランドセメント−
高炉スラグ−ボーキサイト−石こう系、アルミナ
セメント−石灰−石こう系、カルシウムアルミネ
ート−石灰−石こう系等の膨脹性物質がある。本
発明方法では、第9〜10図に示す如く、円板状
の鉄板に鉄製丸棒を溶接したものを孔の中に設置
し、破壊材スラリーを所定高さまで孔中に注入
し、円板状鉄板を1個のナツトで孔の上端付近に
固定する方式によるような型枠で有機的に拘束す
るという方法の他に、型枠で使用しないで孔に本
発明の破壊力を一定方向へ指向並びに促進させる
ための一対の仕切壁を挿入し、セメント組成物に
珪酸ソーダを混合したもの、ジエツトセメントな
どを用い公知の方法で孔の上部をふたで閉めて被
破壊体を破壊する方法も適用できる。
本発明ではまず被破壊体に孔を穿ち、次に円板
状の鉄板に公知の方法により高張力鋼線を結合さ
せたものを孔の中に設置し、その後仕切壁を孔中
の前記円板状の鉄板の上にのせ、次にふたとして
の円板状鉄板をのせ、該鉄板につけられたシース
を介して高張力鋼線をジヤツキで所定の張力にな
るまで緊張し、そこへ破壊材スラリーを所定の高
さまで注入する。そして高強力鋼線を膨脹性破壊
材に定着させ、プレストレス的力を破壊力増強に
転用することができる。この方法によればさらに
大巾な破壊力の増大が可能となる。
以下図面に基づいて本発明方法を説明する。第
9,10図は本発明法の施工の一態様を示す説明
図である。
まづ被破壊体1に孔2を穿つ。次に鉄製円板4
に鉄製丸棒5を溶接したものを孔2の中に設置す
る。次に空隙部7を構成する仕切壁6(鉄板)を
孔中に挿入し、空隙部7に、配合調整または混練
時に水和反応促進剤を添加することで膨脹発現を
促進した破壊材スラリー3を所定高さまで空隙部
7中に注入する。次に鉄製円板8をナツト9で孔
2の上端付近に固定する。拘束下にある破壊材は
この後急激に発熱し著しい膨脹圧を発生して容易
に被破壊体1を破砕することが可能であるばかり
か破砕方向を希望した一定方向のみへ決めること
ができる。そして本発明の方法は孔の径が大きく
ても小さくてもいづれにも適用される。仕切壁6
及び拘束器具は破砕作業終了後回収して繰返し同
様の破砕工事に再利用することが可能である。ま
た、本発明では作業能力を向上させるため鉄製円
板4に仕切壁6のみを接合させたもの、さらにこ
れらに鉄製丸棒5を接合させたものを作つてお
き、孔に挿入してもよく、また孔の中に単に仕切
壁6のみを挿入し公知の方法でふたをしてもよ
い。
次に実施例によつて本発明を更に具体的に説明
する。
実施例
マスコンクリート(300cm×200cm×100cm)1
に孔径50mmφ、深さ90cmの孔2を50cm間隔で6本
穿ち、これに直径45mmφの鉄製円板4に5mmφの
鉄製丸棒5を溶接したものを設置した。次に孔2
中の前記鉄製円板4の上に仕切壁6として2枚の
鉄板(厚さ5mm×巾38mm×長さ80cm)を一定間隔
で平行に挿入した。この仕切壁6(2枚の鉄板)
により構成された空隙部7に、第1表の組成の破
壊材(住友セメント(株)製)3に水和促進材1.5重
量%添加して、水比27重量%で混練し空隙部7上
端付近まで注入した。最後に45mmφの鉄製円板8
を仕切壁6(鉄板)の上端部にのせ、ふたとしナ
ツト9で鉄製円板8を固定した。破壊材スラリー
はそのあと発熱を開始し、マスコンクリート1は
充填後約7分間で破砕を完了し破砕時間が短縮さ
れ、一定の方向(矢印)のみ破砕がなされた(第
10,11図参照)。14はひび割れである。な
お、孔2の内表面10と仕切壁6(鉄板)との間
の空間11には弧状の棒状体の鋼材12を挿入
し、仕切壁6(2枚の鉄板)の間には一定間隔を
保持させるための丸鉄棒13,13を配置し鉄板
6,6に点づけして固定した。
本発明では第10,11図に示すように一定方
向に破壊力が発生し、破壊力が増強された。
【表】DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for promoting and directing the destruction of an object to be destroyed, such as a concrete structure, earth, rock, or hardened asphalt, using an expansive substance. By inserting a partition material such as a plate or a Y-shaped plate into the hole (entirely) provided in the object to be destroyed, before or after filling the slurry of the expandable substance, heat can be transferred into the hole. Accumulates and increases vapor pressure in the pores,
Phenomenon where slurry spews out from the injection port (gun phenomenon)
A method for effectively destroying the object by preventing this is known (Japanese Patent Application Laid-open No. 6896/1983). As a result of repeated studies on a method for directing the destructive force of such a destructive material in a desired direction, the inventors of the present invention have created a cavity consisting of a pair of partition walls in the hole of the object to be destroyed, and It has been discovered that the above object can be achieved by filling the section with a destructible material and crushing the material to be destructed, and based on this knowledge, the present invention has been achieved. In other words, the present invention provides an expansion method in which the expansion is accelerated by adjusting the composition or by adding a hydration reaction accelerator, etc. In a demolition method in which a destructible material is filled and the material is rapidly reacted to quickly crush the object to be destroyed, a void portion consisting of at least a pair of partition walls is provided in the hole, and the void portion is Provided is a method for promoting the demolition of objects to be destroyed, such as concrete structures, earth, or hardened asphalt, which is characterized by directing and promoting the destructive force in a certain direction by injecting an expandable destructive material into the structure. It is something to do. To explain the present invention in further detail, holes are made in objects to be destroyed such as concrete structures, earth, rocks, and hardened asphalt, and an expandable destructive material slurry is filled in the holes, preferably mechanically using a formwork. In the method of quickly dismantling an object by causing the material to react rapidly while being restrained, it is possible to not only freely determine the direction of destruction of the object to be destroyed, but also to greatly increase the destructive force of the material. This is a method that can be greatly expanded. Conventionally, the state of destruction of the material to be destroyed by the expandable destruction material was as shown in Figure 1, so the destruction material 3
However, in the demolition promotion-oriented method of the present invention, as shown in FIGS. The cavity 7 constituted by
By providing a gap and filling the void with the destructive material slurry, the destructive force is not only directed in the direction of the arrow, that is, in a fixed direction;
The destructive force that would naturally go in all directions is blocked by the partition wall 6, and does not go in any other direction but is concentrated in a specific direction (arrow), so the destructive force in a specific direction is greatly accelerated. As a result, the crushing time can be greatly shortened, and the destructive force can be directed in a fixed direction. Further, for example, in FIG. 2, by controlling the distance l between the partition walls 6, the destructive force can be controlled more freely. In addition, Figure 3 shows the second
The left end of the pair of partition walls 6 in the figure is closed with a vertical wall,
This is an application example in which the destructive force is directed only in the right direction. The material of the partition wall 6 for directing and promoting the destructive force in a certain direction according to the present invention may be metal, alloy,
Natural and man-made members such as castings, concrete (such as high-strength concrete, steel and inorganic or organic fiber reinforced concrete), synthetic resins and wood are used, provided that the strength of the partition wall is greater than the breaking strength of the object to be destroyed. Any material may be used. Further, the shape of the cavity 7 formed from the partition wall 6 can be various shapes as illustrated in FIGS. 2 to 8. The smaller the distance between the surfaces of the partition walls, the greater the breaking force of the breaking material. The expandable destructive materials used in the present invention are lime-based, calcium sulfoaluminate-based, calcined dolomite-based, magnesia-based, and ordinary Bortland cement.
There are expansive substances such as blast furnace slag-bauxite-gypsum system, alumina cement-lime-gypsum system, and calcium aluminate-lime-gypsum system. In the method of the present invention, as shown in FIGS. 9 and 10, a disc-shaped iron plate with a welded round iron bar is installed in a hole, a destructive material slurry is injected into the hole to a predetermined height, and the disc-shaped iron plate is welded to a round iron bar. In addition to the method of organically restraining a shaped iron plate with a formwork, such as fixing it near the upper end of a hole with a single nut, the destructive force of the present invention can be applied to a hole in a fixed direction without using it in a formwork. A method of destroying the object by inserting a pair of partition walls for orientation and promotion, and closing the upper part of the hole with a lid using a cement composition mixed with sodium silicate, jet cement, etc. can also be applied. In the present invention, a hole is first drilled in the object to be destroyed, then a disc-shaped iron plate bonded with high-tensile steel wire by a known method is installed in the hole, and then the partition wall is inserted into the circle in the hole. Place it on a plate-shaped iron plate, then put a disc-shaped iron plate as a lid on it, tension the high-tensile steel wire with jacks until it reaches a predetermined tension through the sheath attached to the iron plate, and then insert the destructible material there. Pour the slurry to a predetermined height. By fixing the high-strength steel wire to the expandable destructive material, the prestressing force can be used to increase the destructive force. This method makes it possible to further increase the destructive force. The method of the present invention will be explained below based on the drawings. FIGS. 9 and 10 are explanatory diagrams showing one embodiment of the method of the present invention. First, a hole 2 is made in the object 1 to be destroyed. Next, iron disk 4
A round iron rod 5 is welded to the hole 2 and installed in the hole 2. Next, the partition wall 6 (iron plate) constituting the cavity 7 is inserted into the hole, and the destruction material slurry 3 whose expansion has been promoted by adding a hydration reaction accelerator during blend adjustment or kneading is added to the cavity 7. is injected into the cavity 7 to a predetermined height. Next, the iron disk 8 is fixed near the upper end of the hole 2 with a nut 9. The material to be destroyed under restraint then rapidly generates heat and generates a significant expansion pressure, which not only makes it possible to easily crush the object 1 to be destroyed, but also allows the crushing direction to be determined only in a certain desired direction. The method of the present invention is applicable regardless of whether the diameter of the hole is large or small. Partition wall 6
After the crushing work is completed, the restraining equipment can be recovered and reused in the same crushing work over and over again. Further, in the present invention, in order to improve the working ability, a structure in which only the partition wall 6 is bonded to the iron disk 4, and a structure in which the iron round bar 5 is bonded to these may be made and inserted into the hole. Alternatively, only the partition wall 6 may be simply inserted into the hole and the hole may be covered by a known method. Next, the present invention will be explained in more detail with reference to Examples. Example Mass concrete (300cm x 200cm x 100cm) 1
Six holes 2 each having a diameter of 50 mmφ and a depth of 90 cm were drilled at 50 cm intervals, and an iron round bar 5 of 5 mmφ was welded to an iron disc 4 with a diameter of 45 mmφ. Next, hole 2
Two iron plates (thickness: 5 mm x width: 38 mm x length: 80 cm) were inserted in parallel at regular intervals on top of the iron disc 4 inside as a partition wall 6. This partition wall 6 (2 iron plates)
1.5% by weight of a hydration accelerator was added to the destructible material 3 (manufactured by Sumitomo Cement Co., Ltd.) having the composition shown in Table 1, and the mixture was kneaded at a water ratio of 27% by weight to form the void 7 at the upper end of the void 7. It was injected close to the point. Finally, a 45mmφ iron disk 8
was placed on the upper end of the partition wall 6 (iron plate), and the iron disc 8 was fixed with a lid nut 9. The destruction material slurry then started to generate heat, and mass concrete 1 completed crushing in about 7 minutes after filling, reducing the crushing time and crushing only in a certain direction (arrow) (see Figures 10 and 11). . 14 is a crack. Note that an arc-shaped rod-shaped steel material 12 is inserted into the space 11 between the inner surface 10 of the hole 2 and the partition wall 6 (steel plate), and a certain interval is left between the partition wall 6 (two steel plates). Round iron bars 13, 13 for holding were arranged and fixed to the iron plates 6, 6 at points. In the present invention, as shown in FIGS. 10 and 11, destructive force is generated in a certain direction, and the destructive force is enhanced. 【table】
第1図は従来法による破壊力を示す図、第2〜
8図は本発明の破壊力を一定方向へ指向並びに促
進させるための仕切壁の形状の例を示す図、第9
〜10図は本発明法の施工の一態様を示す説明
図、第11図は本発明法による被破壊体の破砕状
態の一例を示す図である。
1……被破壊体(マスコンクリート)、2…孔、
3…破壊材、4…鉄製円板、5…鉄製丸棒、6…
仕切壁、7…空隙部、8…鉄製円板(ふた)、9
…ナツト、10…孔の内表面、11…孔の内表面
10と仕切壁6との空間、12…弧状棒状体、1
3…仕切壁6を一定間隔に保持するための鉄棒、
14…ひび割れ。
Figure 1 shows the destructive force of the conventional method, Figure 2-
Figure 8 is a diagram showing an example of the shape of the partition wall for directing and promoting the destructive force of the present invention in a certain direction.
Figures 1 to 10 are explanatory diagrams showing one aspect of construction according to the method of the present invention, and Figure 11 is a diagram showing an example of a state of crushing of an object to be destroyed according to the method of the present invention. 1... Body to be destroyed (mass concrete), 2... Hole,
3...Destruction material, 4...Iron disk, 5...Iron round bar, 6...
Partition wall, 7...Gap, 8...Iron disk (lid), 9
... Nut, 10 ... Inner surface of hole, 11 ... Space between inner surface 10 of hole and partition wall 6, 12 ... Arc-shaped rod-shaped body, 1
3... Iron rods for holding the partition walls 6 at regular intervals;
14...Cracks.
Claims (1)
アルト硬化体などの被破壊体に設けられた孔に、
配合調整されまたはさらに水和反応促進剤の添加
などにより膨脹発現を促進した膨脹性破壊材を充
填し、該破壊材を急激に反応させて速やかに被破
壊体を破砕する解体法において、上記孔中に少く
とも一対の仕切壁から構成される空隙部を設け、
該空隙部に膨脹性破壊材を注入することにより、
破壊力を一定方向へ指向並びに促進させることを
特徴とするコンクリート構造物、地山、或はアス
フアルト硬化体などの被破壊体の解体促進指向方
法。1. In holes made in objects to be destroyed such as concrete structures, earth, rocks, or hardened asphalt,
In the demolition method, the above-mentioned hole is filled with an expandable destructible material whose composition has been adjusted or whose expansion has been promoted by adding a hydration reaction accelerator, etc., and which rapidly reacts with the destructible material to quickly crush the object. A cavity formed of at least a pair of partition walls is provided therein,
By injecting an expandable destructive material into the void,
A method for promoting the demolition of objects to be destroyed, such as concrete structures, earth, or hardened asphalt, characterized by directing and promoting destructive force in a certain direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9458081A JPS58566A (en) | 1981-06-20 | 1981-06-20 | Indication for promoting disassembling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9458081A JPS58566A (en) | 1981-06-20 | 1981-06-20 | Indication for promoting disassembling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58566A JPS58566A (en) | 1983-01-05 |
| JPH0355628B2 true JPH0355628B2 (en) | 1991-08-23 |
Family
ID=14114210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9458081A Granted JPS58566A (en) | 1981-06-20 | 1981-06-20 | Indication for promoting disassembling |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58566A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59130998A (en) * | 1983-01-14 | 1984-07-27 | 株式会社 青木建設 | Static crushing method and cover body used for said method |
| JPS59165772A (en) * | 1983-03-11 | 1984-09-19 | 神奈川県 | Limit crushing of fragile matter |
| JPS59224723A (en) * | 1983-06-02 | 1984-12-17 | Taisei Corp | Breaking and cutting of concrete |
| JPS6013172A (en) * | 1983-07-04 | 1985-01-23 | 旭化成株式会社 | Static destruction of concrete and expansion tablet |
| JPS6080663A (en) * | 1983-10-12 | 1985-05-08 | 旭化成株式会社 | Static crushing method and expansible tablet therefor |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS582311B2 (en) * | 1979-06-28 | 1983-01-14 | 太平洋セメント株式会社 | Method for destroying brittle objects using expandable materials |
-
1981
- 1981-06-20 JP JP9458081A patent/JPS58566A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58566A (en) | 1983-01-05 |
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