JP2006102638A - Static crushing method - Google Patents

Static crushing method Download PDF

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Publication number
JP2006102638A
JP2006102638A JP2004292858A JP2004292858A JP2006102638A JP 2006102638 A JP2006102638 A JP 2006102638A JP 2004292858 A JP2004292858 A JP 2004292858A JP 2004292858 A JP2004292858 A JP 2004292858A JP 2006102638 A JP2006102638 A JP 2006102638A
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crushing
bottom plate
top plate
perforation
static
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Inventor
Tetsuya Sakaki
哲也 酒木
Noriyuki Kosakai
規行 小堺
Takamasa Kaneyoshi
孝征 兼吉
Sota Yamada
荘太 山田
Toshiaki Futagawa
敏明 二川
Masahiro Ichikawa
雅大 市川
Mitsuaki Tamura
光章 田村
Shinichi Fukuda
進一 福田
Yuji Suzuki
裕治 鈴木
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Sumitomo Osaka Cement Co Ltd
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Sumitomo Osaka Cement Co Ltd
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Priority to JP2004292858A priority Critical patent/JP2006102638A/en
Publication of JP2006102638A publication Critical patent/JP2006102638A/en
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  • Disintegrating Or Milling (AREA)
  • Road Repair (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a static crushing method for easily and efficiently crushing objects to be crushed, enabling quite safe and efficient crushing work. <P>SOLUTION: In this static crushing method, a hole 1 is drilled on the object to be crushed, an expandable crushing material is filled in the hole, and the object to be crushed is crushed by expansion of the crushing material. The crushing material is filled between a bottom plate 3 disposed in the drilled hole and a top plate 20, using the bottom plate 3, the top plate 20 having a larger area than the bottom plate and disposed outside the hole, and a connection means 23, 21 connecting both. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、静的破砕工法に関し、詳しくは、破砕対象物に穿孔を設け、該穿孔内に膨張性破砕材を充填し、該破砕材の膨張により破砕対象物を破砕する静的破砕工法に関する。   The present invention relates to a static crushing method, and more particularly, to a static crushing method in which a crushing object is provided with perforations, an expandable crushing material is filled in the perforations, and the crushing object is crushed by expansion of the crushing material. .

従来、塩害や長期使用による老朽化による補修または改修が必要な道路や橋梁等のコンクリート面を破砕して補修する方法として、ピックハンマやブレーカ等を用いる方法やウォータージェット工法等の、機械的に衝撃振動を加えコンクリート面を破砕する方法が採用されている。前記破砕方法は振動を伴う作業であり、コンクリート等の粉塵が発生し作業環境が悪化する等の問題があり、更に、橋梁等の構造物の下方面あるいは垂直面の破砕作業は、非常な労力を必要としている。またウォータージェットによるはつり作業は装置が大規模なものとなり、後片付けに手間がかかる上、コストが高い。特に、水中におけるコンクリート構造物の破砕には、作業面で大変な手間がかかっている。
また、これらの方法は機械的な衝撃振動が発生するため、コンクリート補修の必要部分のみではなく不必要部分の内部に亀裂が生じる可能性や、鉄筋等の補強部材に損傷を与える可能性があるという問題があった。
Conventionally, as a method of crushing and repairing concrete surfaces such as roads and bridges that need to be repaired or repaired due to salt damage or aging due to long-term use, mechanical impact such as methods using a pick hammer or breaker, water jet method, etc. A method of crushing the concrete surface by applying vibration is adopted. The crushing method is a work involving vibrations, and there are problems such as the generation of dust such as concrete and deterioration of the working environment. Further, the crushing work on the lower surface or vertical surface of a structure such as a bridge is extremely labor intensive. Need. In addition, the lifting operation using the water jet requires a large-scale apparatus, and it takes time to clean up and is expensive. In particular, the crushing of concrete structures in water takes a lot of work in terms of work.
In addition, since these methods generate mechanical shock vibration, there is a possibility that cracks may occur inside unnecessary parts as well as necessary parts of concrete repair, and reinforcing members such as reinforcing bars may be damaged. There was a problem.

これに対し、セメント等の膨張材を破砕材として用いてコンクリート等の構造体を静的に破砕する方法が、提案されている。特許文献1乃至特許文献3においては、特に、破砕対象物に充填された破砕材の吹き出し防止や、破砕材の膨張圧力を有効に利用するため、破砕対象物に設けられた穿孔内において、破砕材を天板と底板とからなる2つの板状体の間に保持する構成が開示されている。
特開昭60−85193号公報 特開昭61−36463号公報 特開平9−234389号公報
On the other hand, a method of statically crushing a structure such as concrete using an expansion material such as cement as a crushing material has been proposed. In patent document 1 thru | or patent document 3, in order to utilize the expansion | swelling pressure of the crushing material effectively, and the blowout prevention of the crushing material with which the crushing object was filled, crushing was carried out. The structure which hold | maintains a material between the two plate-shaped bodies which consist of a top plate and a bottom plate is disclosed.
JP 60-85193 A JP 61-36463 A JP 9-234389 A

図1は、従来の破砕材の保持の様子を示したものである。図1のように、穿孔1の内部に、底板3と天板4を棒状又は紐状のつなぎ材である連結手段で構成される補助具を配置すると共に、該底板3と該天板4との間に、膨張性破砕材2を配置する。この構成により、該破砕材2が膨張することにより、上下方向の圧力は、底板3及び天板4により抑圧され、穿孔口からの破砕材の吹き出しが効果的に抑制される。しかも、この底板3及び天板4の作用により、内部圧力は、穿孔部の穿孔方向に対する垂直な方向(図1の横方向)に主に作用することとなり、破砕対象物を容易に破砕することが可能となる。この際の穿孔1の内壁等に作用する圧力の状態を、図2に示す。   FIG. 1 shows a state of holding a conventional crushed material. As shown in FIG. 1, the bottom plate 3 and the top plate 4 are arranged in the perforation 1 with an auxiliary tool composed of connecting means that is a rod-like or string-like connecting material, and the bottom plate 3 and the top plate 4. In between, the expansible crushing material 2 is arrange | positioned. With this configuration, when the crushed material 2 expands, the pressure in the vertical direction is suppressed by the bottom plate 3 and the top plate 4, and the blowing of the crushed material from the perforation port is effectively suppressed. Moreover, due to the action of the bottom plate 3 and the top plate 4, the internal pressure mainly acts in a direction perpendicular to the drilling direction of the drilled portion (lateral direction in FIG. 1), and the object to be shredded can be easily shredded. Is possible. The state of the pressure acting on the inner wall of the perforation 1 at this time is shown in FIG.

しかしながら、従来のものは、膨張性破砕材の上方向の圧力により天板4が浮き上がるのを防止するため、底板と天板との各面積を同じに構成しており、しかも、膨張性破砕材を底板3と天板4とにより、漏れが無いよう保持する必要があり、図1に示すように天板の位置が、穿孔1の内部に配置されていた。しかも、破砕対象物に穿孔1を形成する場合には、角欠けや穿孔機の軸ぶれなどにより、穿孔口に欠け部6が生じ易く、天板4の位置は、より一層、穿孔1の内部に配置されることとなっていた。   However, in order to prevent the top plate 4 from being lifted by the upward pressure of the expansible crushing material, the conventional one has the same area for the bottom plate and the top plate. Must be held by the bottom plate 3 and the top plate 4 so that there is no leakage, and the position of the top plate is disposed inside the perforation 1 as shown in FIG. In addition, when the perforation 1 is formed in the object to be crushed, a chipped portion 6 is likely to be generated in the perforation opening due to corner chipping or shaft runout of the drilling machine, and the position of the top plate 4 is further increased. It was supposed to be placed in.

このような従来の補助具を利用する場合には、穿孔1の内部における穿孔方向に対し垂直な方向の圧力分布を見ると、図2の10に示すように、穿孔方向の中央部分を中心とする圧力分布10となり、穿孔口付近(欠け部6近傍)には、殆ど膨張圧が付与されていないここととなる。このため、破砕対象物の内部のみから圧力で、破砕作業を行うこととなり、破砕に時間がかかる。   When such a conventional auxiliary tool is used, when the pressure distribution in the direction perpendicular to the drilling direction inside the drilling 1 is seen, as shown in FIG. The pressure distribution 10 is such that almost no expansion pressure is applied in the vicinity of the perforation opening (near the chipped portion 6). For this reason, the crushing operation is performed with pressure only from the inside of the crushing object, and the crushing takes time.

本発明の目的は、上記問題を解決し、破砕対象物の表面に対して、容易にかつ効率よく破砕を行うことを可能とし、破砕作業を極めて安全かつ効率良く行うことを可能とする静的破砕工法を提供することである。   The object of the present invention is to solve the above-mentioned problems, enable easy and efficient crushing on the surface of a crushing object, and enable static crushing operations to be performed extremely safely and efficiently. It is to provide a crushing method.

請求項1に係る発明は、破砕対象物に穿孔を設け、該穿孔内に膨張性破砕材を充填し、該破砕材の膨張により破砕対象物を破砕する静的破砕工法において、該破砕材の充填の際に、穿孔内に配置される底板と該底板より面積が大きくかつ穿孔外に配置される天板、及び両者を連結する連結手段とを利用し、該底板と該天板との間に該破砕材を配置することを特徴とする。
ここで、静的破砕とは、岩石やコンクリート構造体等の建造物の全部もしくは一部を破砕することをいうものとする。
The invention according to claim 1 is a static crushing method in which a crushing object is provided with perforations, the explosive crushing material is filled in the perforations, and the crushing object is crushed by expansion of the crushing material. When filling, a bottom plate disposed in the perforation, a top plate having a larger area than the bottom plate and disposed outside the perforation, and a connecting means for connecting the two are used to connect the bottom plate and the top plate. The crushed material is disposed in
Here, static crushing refers to crushing all or part of a building such as a rock or a concrete structure.

また、請求項2に係る発明では、請求項1に記載の静的破砕工法において、該膨張性破砕材を、透湿性のある袋体内に収容することを特徴とする。   Moreover, in the invention which concerns on Claim 2, in this static crushing method of Claim 1, this expansible crushing material is accommodated in the moisture-permeable bag body.

また、請求項3に係る発明では、請求項2に記載の静的破砕工法において、該膨張性破砕材は、底板と連結手段、又は底板と天板及び連結手段と一体化されて、破砕対象物の穿孔に装填されることを特徴とする。   Further, in the invention according to claim 3, in the static crushing method according to claim 2, the expandable crushing material is integrated with the bottom plate and the connecting means, or the bottom plate, the top plate and the connecting means, and is subjected to crushing. It is characterized by being loaded into a perforation of an object.

また、請求項4に係る発明では、請求項2に記載の静的破砕工法において、該膨張性破砕材は、水を添加した後に破砕対象物の穿孔内に充填されるか、又は未水和状態で該穿孔内に充填された後に加水されることを特徴とする。   Moreover, in the invention which concerns on Claim 4, in the static crushing method of Claim 2, this expandable crushing material is filled in the perforation | punching of a crushing object, after adding water, or unhydrated It is characterized by being hydrated after being filled in the perforations in a state.

また、請求項5に係る発明では、請求項1乃至4のいずれかに記載の静的破砕工法において、破砕対象物の穿孔内に膨張性破砕材を充填した後、底板と天板とを近接させ、底板と天板との間にある該破砕材の充填率を高めることを特徴とする。   Further, in the invention according to claim 5, in the static crushing method according to any one of claims 1 to 4, the explosive crushing material is filled in the perforation of the crushing object, and then the bottom plate and the top plate are brought close to each other. And the filling rate of the crushed material between the bottom plate and the top plate is increased.

請求項1に係る発明により、破砕材の充填の際に、穿孔内に配置される底板と該底板より面積が大きくかつ穿孔外に配置される天板を用いているため、穿孔の口部付近にも破砕材の膨張圧力を効果的に付与することができ、破砕対象物表面のクラック発生を早めることができる。   According to the first aspect of the present invention, when the crushed material is filled, the bottom plate disposed in the perforation and the top plate having a larger area than the bottom plate and disposed outside the perforation are used. Moreover, the expansion pressure of the crushed material can be effectively applied, and the occurrence of cracks on the surface of the crushed object can be accelerated.

請求項2に係る発明により、膨張性破砕材は透湿性のある袋体内に収容されているため、破砕材の取扱いが容易な上、補助具である底板と天板との間に配置することも、極めて容易に行うことができ、破砕作業の作業性を一層改善することが可能となる。   According to the invention of claim 2, since the expansible crushing material is accommodated in a moisture-permeable bag, the crushing material is easy to handle, and is disposed between the bottom plate and the top plate which are auxiliary tools. However, it can be performed very easily, and the workability of the crushing work can be further improved.

請求項3に係る発明により、袋体に収容された膨張性破砕材は、底板と連結手段、又は底板と天板及び連結手段と一体化されて、破砕対象物の穿孔に装填されるため、膨張性破砕材の装填に併せて、底板、天板及び連結手段を含む静的破砕用補助具またはその一部を効率的に、破砕対象物の穿孔内に装填することが可能となる。   According to the invention of claim 3, the expansible crushing material accommodated in the bag is integrated with the bottom plate and the connecting means, or the bottom plate and the top plate and the connecting means, and is loaded into the perforation of the crushing object. Along with the loading of the expandable crushing material, it becomes possible to efficiently load the static crushing auxiliary tool including the bottom plate, the top plate and the connecting means or a part thereof into the perforation of the crushing object.

請求項4に係る発明により、袋体に収容された膨張性破砕材は、水を添加した後に破砕対象物の穿孔内に充填されるか、又は未水和状態で該穿孔内に充填された後に加水されるため、従来のように破砕材と水とを混合する作業が不要となり、作業者の安全性を高めることが可能となる。   According to the invention of claim 4, the expandable crushing material accommodated in the bag body is filled in the perforations of the object to be crushed after adding water, or filled in the perforations in an unhydrated state. Since the water is added later, the conventional work of mixing the crushed material and water becomes unnecessary, and the safety of the operator can be improved.

請求項5に係る発明により、破砕対象物の穿孔内に膨張性破砕材を充填した後、底板と天板とを近接させ、底板と天板との間にある該破砕材の充填率を高めるため、より早くかつより強い膨張圧を発現させることが可能となる。   According to the invention of claim 5, after filling the explosive crushing material into the perforation of the crushing object, the bottom plate and the top plate are brought close to each other, and the filling rate of the crushing material between the bottom plate and the top plate is increased. Therefore, it becomes possible to express a stronger expansion pressure faster.

本発明に係る静的破砕工法を以下の好適例により説明するが、これらに限定されるものではない。
本発明の静的破砕工法は、破砕対象物に穿孔を設け、該穿孔内に膨張性破砕材を充填し、該破砕材の膨張により破砕対象物を破砕する静的破砕工法において、該破砕材の充填の際に、穿孔内に配置される底板と該底板より面積が大きくかつ穿孔外に配置される天板、及び両者を連結する連結手段とを利用し、該底板と該天板との間に該破砕材を配置することを特徴とする。
The static crushing method according to the present invention will be described with reference to the following preferred examples, but is not limited thereto.
The static crushing method of the present invention is a static crushing method in which a crushing object is provided with perforations, the explosive crushing material is filled in the perforations, and the crushing object is crushed by expansion of the crushing material. When filling the base plate, a bottom plate disposed in the perforation, a top plate having a larger area than the bottom plate and disposed outside the perforation, and a connecting means for connecting the two are used to connect the bottom plate and the top plate. It is characterized by arrange | positioning this crushed material between.

具体的には、図3を参照にして、本発明の静的破砕工法並びに該工法に用いる静的破砕用補助具の原理を説明する。
破砕対象物に設けられた穿孔1に対し、穿孔1内に底板3を配置し、ボルトなどで底板に結合された連結用具23を穿孔外に立設する。連結用具23の上部には、天板20がプッシュナット21などにより連結され、天板20と底板3との間には、膨張性破砕材が穿孔内部に充填されている。
Specifically, the principle of the static crushing method of the present invention and the static crushing auxiliary tool used in the method will be described with reference to FIG.
A bottom plate 3 is disposed in the perforation 1 provided in the object to be crushed, and a connecting tool 23 coupled to the bottom plate with a bolt or the like is erected outside the perforation. The top plate 20 is connected to the upper part of the connection tool 23 by a push nut 21 or the like, and between the top plate 20 and the bottom plate 3, an expandable crushed material is filled in the perforated portion.

図3のように、天板は、底板の面積より大きく、好ましくは、穿孔1の口部の面積より大きな面積を有するよう構成すると共に、該天板20を穿孔1外に配置することで、穿孔1の欠け部6が発生している穿孔口部付近にも、十分な膨張性破砕材を充填配置できる。そして、破砕材の膨張圧力は、天板20により、上方圧力が抑えられ、穿孔口の周辺に対して、従来のものより格段に強い破砕力を発生させることが可能となる。参考までに、穿孔方向に対して垂直な方向の圧力分布22を、図3に模式的示す。   As shown in FIG. 3, the top plate is configured to have an area larger than the area of the bottom plate, preferably larger than the area of the mouth portion of the perforation 1, and by disposing the top plate 20 outside the perforation 1, A sufficient expansible crushing material can also be filled and arranged in the vicinity of the perforated opening where the chipped portion 6 of the perforated 1 is generated. And the upward pressure of the expansion pressure of the crushed material is suppressed by the top plate 20, and it becomes possible to generate a crushing force much stronger than the conventional one around the perforation port. For reference, a pressure distribution 22 in a direction perpendicular to the drilling direction is schematically shown in FIG.

図3のように、本発明では、底板の面積より天板の面積が大きくなるため、破砕材の膨張で底板に加わる下方の力より、天板に加わる上方の力が大きくなり、天板が浮き上がることが懸念されるが、実際には、破砕材の横方向の膨張により、破砕材と穿孔1の内壁面との摩擦力が増加するため、天板の浮き上がりは、殆ど無いことが確認されている。   As shown in FIG. 3, in the present invention, since the area of the top plate is larger than the area of the bottom plate, the upper force applied to the top plate becomes larger than the lower force applied to the bottom plate due to the expansion of the crushed material, Although there is a concern about floating, in reality, the frictional force between the crushed material and the inner wall surface of the perforation 1 increases due to the lateral expansion of the crushed material, so it is confirmed that there is almost no lifting of the top plate. ing.

このように、穿孔の口部付近にも破砕材の膨張圧力を効果的に付与することで、破砕対象物の表面側のクラック発生が早くなり結果的に破砕時間が短縮される。   In this way, by effectively applying the expansion pressure of the crushed material also in the vicinity of the mouth of the perforation, the occurrence of cracks on the surface side of the object to be crushed is accelerated, and as a result, the crushing time is shortened.

また、静的破砕用補助具については、各種の構成を付加することが可能であり、例えば、天板20には、山座金などを利用し、破砕対象物の穿孔1側に穿孔口を覆う凹部を形成し、天板付近の膨張性破砕材の収容量を増加させ、穿孔の口部付近の膨張圧力をより高めることも可能である。なお、天板20の形状については、種々のものが利用できるが、例えば、図6に示すように、天板30として円状平板を利用する場合でも、天板の強度及び面積を調整し、天板により膨張性破砕材2の圧力を、穿孔1の口部周辺に付与することが可能である。   In addition, various types of configurations can be added to the static crushing auxiliary tool. For example, the top plate 20 is made of a mountain washer or the like, and the perforation 1 is covered on the perforation 1 side of the crushing object. It is also possible to form a recess, increase the capacity of the expandable crushed material near the top plate, and further increase the expansion pressure near the mouth of the perforation. Various shapes can be used for the top plate 20, but for example, as shown in FIG. 6, even when a circular flat plate is used as the top plate 30, the strength and area of the top plate are adjusted, The pressure of the expandable crushing material 2 can be applied to the periphery of the mouth of the perforation 1 by the top plate.

さらに、天板20を、連結用具23に対して着脱自在あるいは、底板3の方向に近接又は離間可能に構成することで、後の静的破砕工法の説明でも述べるように、天板20と、底板3及び連結用具23とを、別体として、作業することも可能となり、作業性の向上を達成することが可能となる。特に、天板と底板との間に膨張性破砕材を配置した状態で、天板を底板に近接させる場合には、膨張性破砕材の充填率を高め、より早くかつより強い膨張圧を発現させることが可能となる。   Further, by configuring the top plate 20 so as to be detachable with respect to the connecting tool 23, or close to or away from the direction of the bottom plate 3, as described in the description of the subsequent static crushing method, It is also possible to work with the bottom plate 3 and the connecting tool 23 as separate bodies, and it is possible to achieve improved workability. In particular, when the top plate is placed close to the bottom plate with the expansible crushing material placed between the top plate and the bottom plate, the filling rate of the expansive crushing material is increased and a faster and stronger expansion pressure is expressed. It becomes possible to make it.

連結手段としては、ボルトのような棒状またはワイヤなどの紐状のつなぎ材を利用することができ、つなぎ材と底板との結合は、フックやナットによる固定方法や、つなぎ材にピンを挿入し底板の移動を制限する方法、さらには、溶接や接着剤などで固定する方法など、各種の方法を採用することができる。   As a connecting means, a rod-like connecting material such as a bolt or a string-like connecting material such as a wire can be used. The connection between the connecting material and the bottom plate is a fixing method using a hook or nut, or a pin is inserted into the connecting material. Various methods such as a method of restricting the movement of the bottom plate and a method of fixing by welding or an adhesive can be employed.

これに対し、天板とつなぎ材との連結は、ナットやピンなども利用可能であるが、好ましくは、図4に示すように、連結用具23を全ネジとし、該全ネジに連結位置自在にロックできるプッシュナット26を使用することにより、必要に応じてプッシュナット26を移動調整し、特別な道具を用いることなく、天板20の連結手段からの着脱や連結手段に沿った移動を行うことを可能とする。   On the other hand, for the connection between the top plate and the connecting material, nuts and pins can be used, but preferably, as shown in FIG. By using the push nut 26 that can be locked, the push nut 26 is moved and adjusted as necessary, and the top plate 20 is attached to and detached from the connecting means or moved along the connecting means without using a special tool. Make it possible.

次に、本発明に係る静的破砕工法について説明する。
図4は、袋体25の内部に不図示の膨張性破砕材を収容し、静的破砕用補助具を取
り付けた概略図である。
具体的には、袋体25内に、連結手段の連結用具23を取り付けた底板3を挿入し、該袋体を静的破砕材で満たす。袋体25の開口は、ヒートシールなど適切な締結手段により閉塞し、袋体25から突出する連結用具23には、天板20、ワッシャ24及びプッシュナット26が取り付けられる。
Next, the static crushing method according to the present invention will be described.
FIG. 4 is a schematic view in which an inflatable crush material (not shown) is accommodated in the bag body 25 and a static crushing auxiliary tool is attached.
Specifically, the bottom plate 3 to which the connecting tool 23 of the connecting means is attached is inserted into the bag body 25, and the bag body is filled with the static crushing material. The opening of the bag body 25 is closed by appropriate fastening means such as heat sealing, and the top plate 20, the washer 24, and the push nut 26 are attached to the connecting tool 23 protruding from the bag body 25.

膨張性破砕材を、不織布や繊維状のネットなどのように透湿性のある袋体に収容し、カプセル状に小分けして用いる方法が、簡便であり、作業者への安全性も高い。
また、図4に示した以外に、カプセル状の膨張性破砕材に対し、連結用具を貫通装着することも可能であるが、この場合には、袋体の連結用具が貫通した箇所には、開口が形成され、該開口から中の膨張性破砕材が洩れる危険性も高くなるため、図4に示すように、袋体内に、底板3等を収容することが好ましい。
A method in which the expansible crushing material is accommodated in a bag having moisture permeability such as a nonwoven fabric or a fibrous net and is used by being divided into capsules is simple and has high safety to the operator.
Further, in addition to the one shown in FIG. 4, it is also possible to pierce and attach the connecting tool to the capsule-like expansible crushing material, but in this case, at the place where the connecting tool of the bag passes, Since an opening is formed and the risk of leakage of the expandable crushed material from the opening increases, it is preferable to accommodate the bottom plate 3 and the like in the bag as shown in FIG.

図4の補助具を取り付けた膨張性破砕材は、図5に示すように、破砕対象物に形成した穿孔1の内部に設置される。静的破砕用補助具は、穿孔1に装填後、プッシュナットを移動し、天板20と底板3との間を近接させ、両者間に配置される膨張性破砕材2の充填密度を高めるよう調整する。この充填作業により、破砕材の膨張圧力の発生を早め、さらに、穿孔方向と垂直な方向(図の横方向)により高い膨張圧力を効果的に発生させることが可能となる。   As shown in FIG. 5, the expansible crushing material to which the auxiliary tool of FIG. 4 is attached is installed inside the perforation 1 formed in the crushing object. After the static crushing auxiliary tool is loaded in the perforation 1, the push nut is moved so that the top plate 20 and the bottom plate 3 are brought close to each other so as to increase the packing density of the expandable crushing material 2 disposed between them. adjust. By this filling operation, it is possible to accelerate the generation of the expansion pressure of the crushed material, and to effectively generate a high expansion pressure in a direction perpendicular to the drilling direction (lateral direction in the figure).

なお、膨張性破砕材を収容する袋体と一体化された静的破砕用補助具は、図7(a)に示すように、破砕対象物の穿孔1に挿入されるが、この際に、底板3及び連結用具の一部並びに膨張性破砕材2を収容する袋体の外径dを、穿孔1の内径Dより小さくすることにより、静的破砕用補助具を円滑に穿孔1内に挿入することが可能となる。その後、プッシュナット21を操作し、天板20を底板に近接させることにより、袋体全体が図の上下方向に圧縮され、これに伴い袋体に収容された膨張性破砕材2は横方向にも広がり、結果として、図7(b)に示すように、穿孔内部を破砕材2で充填することが可能となる。   In addition, as shown in FIG. 7A, the static crushing auxiliary tool integrated with the bag body containing the expandable crushing material is inserted into the perforation 1 of the crushing object. The static crushing auxiliary tool is smoothly inserted into the perforation 1 by making the outer diameter d of the bag body that accommodates the bottom plate 3 and part of the connecting tool and the expandable crushing material 2 smaller than the inner diameter D of the perforation 1. It becomes possible to do. Thereafter, the push nut 21 is operated to bring the top plate 20 close to the bottom plate, whereby the entire bag body is compressed in the vertical direction in the figure, and the inflatable crushing material 2 accommodated in the bag body is moved in the lateral direction. As a result, as shown in FIG. 7B, the inside of the perforation can be filled with the crushed material 2.

その後、膨張性破砕材が含有されている袋体に水を添加し、破砕材の膨張反応を開始させる。なお、水の添加時期に関しては、補助具などの穿孔内への装着がすべて終了した時点で行う場合に限らず、水を添加した状態で、袋体25を穿孔1内に収容させたり、袋体25を穿孔1内に収容し、天板20を締め付ける前に加水することも可能である。   Then, water is added to the bag body containing the expansible crushing material, and the expansion reaction of the crushing material is started. Note that the timing of adding water is not limited to the case where the attachment of the auxiliary tool or the like into the perforation is completed, and the bag body 25 can be accommodated in the perforation 1 with water added, or the bag can be stored. It is also possible to accommodate the body 25 in the perforation 1 and add water before tightening the top plate 20.

また、天板20の破砕対象物との位置関係については、天板20が破砕対象物の表面に密着する必要は必ずしも無い。例えば、両者の間に隙間が形成されていても、膨張性破砕材は、膨張するに従い、両者間の隙間を埋め、結果として、天板20により内部圧力が穿孔1の口部周辺に及び、穿孔の口部付近からのクラックなどの破砕を発生させることが可能となる。   Moreover, about the positional relationship with the crushing target object of the top plate 20, the top plate 20 does not necessarily need to closely_contact | adhere to the surface of a crushing target object. For example, even if a gap is formed between the two, as the expandable crushed material expands, the gap between the two is filled. As a result, the top plate 20 causes the internal pressure to reach around the mouth of the perforation 1. It becomes possible to generate crushing such as cracks from the vicinity of the mouth of the perforation.

連結用具に連結した天板は、プッシュナットなどにより底板方向に押し付けられ、天板と底板との間に、膨張性破砕材が隙間無く充填されるよう調整する。これにより、膨張性破砕材の充填率を高め、より早くかつより強い膨張圧を発現させることが可能となる。   The top plate connected to the connection tool is pressed in the direction of the bottom plate by a push nut or the like, and adjusted so that the expandable crushing material is filled between the top plate and the bottom plate without any gap. Thereby, it becomes possible to raise the filling rate of an expansible crushing material, and to express a stronger expansion pressure faster.

以上の説明のように、本発明によれば、破砕対象物の表面に対して、効率よく破砕を行うことを可能とし、破砕作業を極めて安全かつ効率良く行うことを可能とする静的破砕工法を提供することができる。   As described above, according to the present invention, the static crushing method that enables efficient crushing on the surface of a crushing object and enables crushing operations to be performed extremely safely and efficiently. Can be provided.

従来の静的破砕用補助具を利用した破砕工法を示す図である。It is a figure which shows the crushing construction method using the conventional auxiliary tool for static crushing. 図1の破砕材による内部圧力の状態を示す模式図である。It is a schematic diagram which shows the state of the internal pressure by the crushed material of FIG. 本発明に係る静的破砕工法における内部圧力状態を示す模式図である。It is a schematic diagram which shows the internal pressure state in the static crushing method which concerns on this invention. 本発明に係る静的破砕工法に用いる、膨張性破砕材を収容した袋体に静的破砕用補助具を装着した状態を示す図である。It is a figure which shows the state which mounted | wore with the static crushing auxiliary tool to the bag body which accommodated the expansible crushing material used for the static crushing method which concerns on this invention. 図4の静的破砕用補助具を穿孔1内に収容した状態を示す図である。FIG. 5 is a view showing a state where the static crushing auxiliary tool of FIG. 4 is housed in a perforation 1. 天板に円状平板を利用した場合の静的破砕用補助具の装填状態を示す図である。It is a figure which shows the loading state of the auxiliary tool for static crushing at the time of utilizing a circular flat plate for a top plate. 静的破砕用補助具を穿孔に挿入し、破砕材を穿孔内に充填する様子を示す図である。It is a figure which shows a mode that the auxiliary tool for static crushing is inserted in a piercing | piercing, and the crushing material is filled in a piercing | piercing.

符号の説明Explanation of symbols

1 破砕対象物に形成された穿孔
2 膨張性破砕材
3 底板
4,20,30 天板
5,23 連結用具
6 欠け部
10,22 圧力分布
25 袋体
21,26 プッシュナット
DESCRIPTION OF SYMBOLS 1 Perforation formed in the crushing object 2 Expandable crushing material 3 Bottom plate 4,20,30 Top plate 5,23 Connecting tool 6 Chip part 10,22 Pressure distribution 25 Bag body 21,26 Push nut

Claims (5)

破砕対象物に穿孔を設け、該穿孔内に膨張性破砕材を充填し、該破砕材の膨張により破砕対象物を破砕する静的破砕工法において、
該破砕材の充填の際に、穿孔内に配置される底板と該底板より面積が大きくかつ穿孔外に配置される天板、及び両者を連結する連結手段とを利用し、該底板と該天板との間に該破砕材を配置することを特徴とする静的破砕工法。
In the static crushing method in which the crushing object is provided with perforations, the explosive crushing material is filled in the perforations, and the crushing object is crushed by the expansion of the crushing material,
When filling the crushed material, a bottom plate disposed in the perforation, a top plate having a larger area than the bottom plate and disposed outside the perforation, and a connecting means for connecting the two are used. A static crushing method characterized by disposing the crushing material between plates.
請求項1に記載の静的破砕工法において、該膨張性破砕材を、透湿性のある袋体内に収容することを特徴とする静的破砕工法。   2. The static crushing method according to claim 1, wherein the expandable crushing material is accommodated in a bag having moisture permeability. 請求項2に記載の静的破砕工法において、該膨張性破砕材は、底板と連結手段、又は底板と天板及び連結手段と一体化されて、破砕対象物の穿孔に装填されることを特徴とする静的破砕工法。   3. The static crushing method according to claim 2, wherein the expandable crushing material is integrated with a bottom plate and a connecting means, or a bottom plate, a top plate and a connecting means, and is loaded into a perforation of a crushing object. Static crushing method. 請求項2に記載の静的破砕工法において、該膨張性破砕材は、水を添加した後に破砕対象物の穿孔内に充填されるか、又は未水和状態で該穿孔内に充填された後に加水されることを特徴とする静的破砕工法。   3. The static crushing method according to claim 2, wherein the expandable crushing material is filled in the puncture of the object to be crushed after adding water, or after being filled in the puncture in an unhydrated state. A static crushing method characterized by being watered. 請求項1乃至4のいずれかに記載の静的破砕工法において、破砕対象物の穿孔内に膨張性破砕材を充填した後、底板と天板とを近接させ、底板と天板との間にある該破砕材の充填率を高めることを特徴とする静的破砕工法。
In the static crushing method according to any one of claims 1 to 4, after the explosive crushing material is filled in the perforation of the crushing object, the bottom plate and the top plate are brought close to each other, and the bottom plate and the top plate are placed between them. A static crushing method characterized by increasing a filling rate of the crushing material.
JP2004292858A 2004-10-05 2004-10-05 Static crushing method Pending JP2006102638A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006103934A1 (en) * 2005-03-28 2006-10-05 Sumitomo Osaka Cement Co., Ltd. Static crushing method, aid for static crushing used for the crushing method, and filling tool
JP5945681B1 (en) * 2015-11-24 2016-07-05 株式会社神島組 Static crushing method and crushing tool used in static crushing method
CN109373841A (en) * 2018-12-24 2019-02-22 石家庄铁道大学 The anti-hole punched device of static blasting and blasting method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825337A (en) * 1971-08-10 1973-04-02
JPS4911164B1 (en) * 1970-04-25 1974-03-15
JPS5816294U (en) * 1981-07-18 1983-02-01 太平洋セメント株式会社 destructive restraint device
JPS5865895A (en) * 1981-10-16 1983-04-19 電気化学工業株式会社 Crushing auxiliary tool for rock or concrete and crushing agent and method used therin

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4911164B1 (en) * 1970-04-25 1974-03-15
JPS4825337A (en) * 1971-08-10 1973-04-02
JPS5816294U (en) * 1981-07-18 1983-02-01 太平洋セメント株式会社 destructive restraint device
JPS5865895A (en) * 1981-10-16 1983-04-19 電気化学工業株式会社 Crushing auxiliary tool for rock or concrete and crushing agent and method used therin

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006103934A1 (en) * 2005-03-28 2006-10-05 Sumitomo Osaka Cement Co., Ltd. Static crushing method, aid for static crushing used for the crushing method, and filling tool
JP5945681B1 (en) * 2015-11-24 2016-07-05 株式会社神島組 Static crushing method and crushing tool used in static crushing method
CN109373841A (en) * 2018-12-24 2019-02-22 石家庄铁道大学 The anti-hole punched device of static blasting and blasting method

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