JP7436263B2 - Conductive static crushing agent and static crushing method using the same - Google Patents
Conductive static crushing agent and static crushing method using the same Download PDFInfo
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- 230000003068 static effect Effects 0.000 title claims description 68
- 238000000034 method Methods 0.000 title claims description 16
- 239000003795 chemical substances by application Substances 0.000 claims description 63
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 27
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 19
- 239000000292 calcium oxide Substances 0.000 claims description 14
- 235000012255 calcium oxide Nutrition 0.000 claims description 14
- 239000002245 particle Substances 0.000 claims description 13
- 229910052799 carbon Inorganic materials 0.000 claims description 12
- 239000003792 electrolyte Substances 0.000 claims description 12
- 238000010438 heat treatment Methods 0.000 claims description 7
- 229910000288 alkali metal carbonate Inorganic materials 0.000 claims description 3
- 150000008041 alkali metal carbonates Chemical class 0.000 claims description 3
- 150000003841 chloride salts Chemical class 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 3
- 150000002823 nitrates Chemical class 0.000 claims description 3
- 150000002826 nitrites Chemical class 0.000 claims description 3
- -1 percarbonates Chemical class 0.000 claims description 3
- LSNNMFCWUKXFEE-UHFFFAOYSA-L sulfite Chemical class [O-]S([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-L 0.000 claims description 3
- 150000003467 sulfuric acid derivatives Chemical class 0.000 claims description 3
- 239000000463 material Substances 0.000 description 20
- 239000004567 concrete Substances 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000002994 raw material Substances 0.000 description 6
- 239000011435 rock Substances 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 238000006703 hydration reaction Methods 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 229910052802 copper Inorganic materials 0.000 description 3
- 239000010949 copper Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229910002804 graphite Inorganic materials 0.000 description 3
- 239000010439 graphite Substances 0.000 description 3
- 239000003273 ketjen black Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- WCUXLLCKKVVCTQ-UHFFFAOYSA-M Potassium chloride Chemical compound [Cl-].[K+] WCUXLLCKKVVCTQ-UHFFFAOYSA-M 0.000 description 2
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 2
- 238000001354 calcination Methods 0.000 description 2
- ZCCIPPOKBCJFDN-UHFFFAOYSA-N calcium nitrate Chemical compound [Ca+2].[O-][N+]([O-])=O.[O-][N+]([O-])=O ZCCIPPOKBCJFDN-UHFFFAOYSA-N 0.000 description 2
- 239000010419 fine particle Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 230000020169 heat generation Effects 0.000 description 2
- SURQXAFEQWPFPV-UHFFFAOYSA-L iron(2+) sulfate heptahydrate Chemical compound O.O.O.O.O.O.O.[Fe+2].[O-]S([O-])(=O)=O SURQXAFEQWPFPV-UHFFFAOYSA-L 0.000 description 2
- YIXJRHPUWRPCBB-UHFFFAOYSA-N magnesium nitrate Chemical compound [Mg+2].[O-][N+]([O-])=O.[O-][N+]([O-])=O YIXJRHPUWRPCBB-UHFFFAOYSA-N 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- VWDWKYIASSYTQR-UHFFFAOYSA-N sodium nitrate Chemical compound [Na+].[O-][N+]([O-])=O VWDWKYIASSYTQR-UHFFFAOYSA-N 0.000 description 2
- XMWRBQBLMFGWIX-UHFFFAOYSA-N C60 fullerene Chemical compound C12=C3C(C4=C56)=C7C8=C5C5=C9C%10=C6C6=C4C1=C1C4=C6C6=C%10C%10=C9C9=C%11C5=C8C5=C8C7=C3C3=C7C2=C1C1=C2C4=C6C4=C%10C6=C9C9=C%11C5=C5C8=C3C3=C7C1=C1C2=C4C6=C2C9=C5C3=C12 XMWRBQBLMFGWIX-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 241000282320 Panthera leo Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000006230 acetylene black Substances 0.000 description 1
- 239000004480 active ingredient Substances 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 150000008064 anhydrides Chemical class 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 235000011148 calcium chloride Nutrition 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 229910021393 carbon nanotube Inorganic materials 0.000 description 1
- 239000002041 carbon nanotube Substances 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 239000007772 electrode material Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910003472 fullerene Inorganic materials 0.000 description 1
- 239000006232 furnace black Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 229910021389 graphene Inorganic materials 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 229910000358 iron sulfate Inorganic materials 0.000 description 1
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 description 1
- MVFCKEFYUDZOCX-UHFFFAOYSA-N iron(2+);dinitrate Chemical compound [Fe+2].[O-][N+]([O-])=O.[O-][N+]([O-])=O MVFCKEFYUDZOCX-UHFFFAOYSA-N 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000011812 mixed powder Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910021392 nanocarbon Inorganic materials 0.000 description 1
- 239000001103 potassium chloride Substances 0.000 description 1
- 235000011164 potassium chloride Nutrition 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011780 sodium chloride Substances 0.000 description 1
- 235000002639 sodium chloride Nutrition 0.000 description 1
- 235000010344 sodium nitrate Nutrition 0.000 description 1
- 239000004317 sodium nitrate Substances 0.000 description 1
- 229910052938 sodium sulfate Inorganic materials 0.000 description 1
- 235000011152 sodium sulphate Nutrition 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910000859 α-Fe Inorganic materials 0.000 description 1
Images
Description
本発明は、コンクリート構造物や岩石の取崩しや撤去の際に用いられる導電性静的破砕剤に関するものである。 The present invention relates to a conductive static crushing agent used for demolishing or removing concrete structures or rocks.
主に建設・土木分野で、コンクリート構造物や岩石の取崩しや撤去の際に、周囲環境を考慮し、爆破や衝撃等の動的手段ではなく、刳り抜かれた複数の小孔に充填して膨張亀裂を生じさせる静的破砕手段が採用されることがある。水和反応膨張性を有する静的破砕剤を被破砕物であるコンクリート構造物や岩石に孔が穿たれた後、孔内に水で混練された静的破砕剤が充填されることが提案されている。即ち、孔内に充填された静的破砕剤の水和反応による膨張現象によって、岩石や鉄筋コンクリート構造物は破砕される(特許文献1)。
しかしながら、上記手法において一般的な静的破砕剤の亀裂発生時間の目安が12~24時間、速効型の場合1~3時間と広く 、工程管理が困難、低温環境下(5℃程度)での静的破砕剤の破砕遅延、端境期の番手選定が困難といった問題が挙げられる。
この問題を解決する目的で、特許文献2では、破砕物の孔に充填された混練物を孔の開口部側から加熱(加熱源:酸化カルシウム、アルミン酸塩、焼ドロマイト、またはその他の水和反応により発熱する物質、ガスバーナ、トーチバーナ、電熱線、たき火等からの発生熱のうちの1種類以上からなるものを利用)する工法が提案されている。
また、特許文献3では孔内に断熱性を有する素材からなる筒体もしくは中空多角体を配置し該筒体内に混練物を充填して、混練物の反応熱を現象せしめて反応を促進させ、非破壊物を破砕させることを特徴とする断熱材を利用した破砕工法が提案されている。
さらに、特許文献4では被破砕体に設けた孔内の中央部に、内部に流体を流通させることのできる温度調整管を設置し、該温度調整管の周囲に静的破砕剤を充填し、該温度調整管の周囲に流体を流通させることにより静的破砕剤の反応時間を制御することを特徴とする工法が提案されている。
Mainly in the construction and civil engineering fields, when demolishing or removing concrete structures or rocks, the surrounding environment is taken into consideration, and instead of using dynamic means such as blasting or impact, the expansion is done by filling multiple small holes hollowed out. Static fracturing means to create cracks may be employed. It has been proposed that after a hole is drilled in a concrete structure or rock to be crushed using a static crushing agent that has hydration reaction expansion properties, the static crushing agent mixed with water is filled into the hole. ing. That is, rocks and reinforced concrete structures are crushed by the expansion phenomenon caused by the hydration reaction of the static crushing agent filled in the holes (Patent Document 1).
However, in the above method, the estimated crack initiation time for general static crushing agents ranges from 12 to 24 hours, while for fast-acting agents it ranges from 1 to 3 hours, making it difficult to control the process and making it difficult to use in low-temperature environments (approximately 5 degrees Celsius). Problems include the delay in crushing with static crushing agents and the difficulty in selecting the number during the off-season period.
In order to solve this problem,
Further, in
Furthermore, in
しかし、特許文献2の場合、加温範囲が孔の開口部の接触している部分のみの加温となり、混練物全体を上面からのみの加温となっており、孔内の混練物の均一の加温されるまでに時間がかかり、温度調整や任意のタイミングでの被破砕物の破砕が困難であるという問題がある。また、特許文献3の場合、保温だけでは混練物が加温されるまでの時間がかかり、温度調整や任意のタイミングでの被破砕物の破砕が困難であるという問題がある。さらに、特許文献4の場合、冷水や温水を循環させるため、配管やポンプやコンプレッサー等の大がかりな準備が必要となる。また、静的破砕剤の充填孔内に円形状の管を埋設しているため、静的破砕剤の充填量が減り破砕効果が低減する問題がある。
However, in the case of
本発明は、前記課題を解決すべく、種々検討を重ねた結果、静的破砕剤に導電性物質を添加し、通電することによって静的破砕剤を発熱させることが可能であることを見出し、以て前記課題が解消できる知見を得て、本発明を完成するに至った。
すなわち、本発明は以下のとおりである。
〔1〕遊離生石灰と、炭素系導電粒子と、電解質とを含む導電性静的破砕剤であって、前記導電性静的破砕剤中、炭素系導電粒子の含有量が0.1~3.0質量%であり、電解質の含有量が0.05~3.0質量%である導電性静的破砕剤。
〔2〕前記電解質が、アルカリ金属の炭酸塩、過炭酸塩、硫酸塩、亜硫酸塩、硝酸塩、亜硝酸塩及び塩化物から選ばれる1種または2種以上である〔1〕の導電性静的破砕剤。
〔3〕導電性静的破砕剤を用いた被破砕物の破砕方法であって、被破砕物に孔を設け、前記孔の内部に、電極と、〔1〕又は〔2〕の導電性静的破砕剤とを配置した状態で、前記電極に通電することによって前記導電性静的破砕剤が自己発熱することを特徴とする破砕方法。
In order to solve the above-mentioned problems, the present invention has been made after various studies, and it has been discovered that it is possible to make the static crushing agent generate heat by adding a conductive substance to the static crushing agent and applying electricity. As a result, we have obtained knowledge that can solve the above-mentioned problems, and have completed the present invention.
That is, the present invention is as follows.
[1] A conductive static crushing agent containing free quicklime, carbon-based conductive particles, and an electrolyte , wherein the content of the carbon-based conductive particles in the conductive static crushing agent is 0.1 to 3. 0% by mass and an electrolyte content of 0.05 to 3.0% by mass .
[2] The conductive static crushing of [1], wherein the electrolyte is one or more selected from alkali metal carbonates, percarbonates, sulfates, sulfites, nitrates, nitrites, and chlorides. agent.
[3] A method for crushing an object to be crushed using a conductive static crushing agent, in which a hole is provided in the object to be crushed, and an electrode and the conductive static of [1] or [2] are placed inside the hole. A crushing method characterized in that the electrically conductive static crushing agent self-heats by supplying electricity to the electrode in a state where the static crushing agent is placed.
本発明における導電性静的破砕剤を使用することにより、温度環境によらず、具体的には低温環境下においても、所定の時間内にコンクリート等の被破砕物を破壊することができる。 By using the conductive static crushing agent of the present invention, objects to be crushed such as concrete can be destroyed within a predetermined time regardless of the temperature environment, specifically even in a low temperature environment.
本発明における導電性静的破砕剤は、遊離生石灰と、炭素系導電粒子と、電解質とを含有する。以下に、本発明の実施形態について詳細に説明する。 The conductive static crushing agent in the present invention contains free quicklime, carbon-based conductive particles, and an electrolyte. Embodiments of the present invention will be described in detail below.
<導電性静的破砕剤>
本発明の導電性静的破砕剤は、遊離生石灰を有効成分とするものである。遊離生石灰は、結晶質のCaOである。遊離生石灰の含有量は例えばコンクリート硬化体に膨張亀裂を生じさせる膨張力を発現できるような量であれば良く、特に限定されるものではない。好ましくは、より高い膨張力を安定して発現できる可能性があることから、導電性静的破砕剤中の遊離生石灰含有率は65質量%以上が好ましく、70質量%以上がより好ましく、75質量%以上がさらに好ましい。
<Conductive static crushing agent>
The conductive static crushing agent of the present invention contains free quicklime as an active ingredient. Free quicklime is crystalline CaO. The content of free quicklime is not particularly limited, as long as it can exhibit an expansion force that causes expansion cracks in the hardened concrete. Preferably, the free quicklime content in the conductive static crushing agent is preferably 65% by mass or more, more preferably 70% by mass or more, and 75% by mass or more, since it is possible to stably express higher expansion force. % or more is more preferable.
本発明に使用される遊離生石灰は、石灰石等の石灰質原料を焼成して得られる。または、石灰質原料を主成分とし、これにシリカ質原料、アルミナ質原料、フェライト系原料、石膏原料等の1種または2種以上を混合して焼成されるものである。焼成後は、遊離生石灰を主成分とする塊状物(クリンカー)として得られるが、これを粉砕、分級して得られた粉粒状のものが使用される。 Free quicklime used in the present invention is obtained by calcining calcareous raw materials such as limestone. Alternatively, the calcareous material is mainly composed of a calcareous raw material, and one or more of a siliceous raw material, an alumina raw material, a ferrite raw material, a gypsum raw material, etc. are mixed therein and fired. After calcination, clinker is obtained as a clinker whose main component is free quicklime, and granules obtained by crushing and classifying this are used.
本発明における炭素系導電粒子としては、カーボンブラック(ファーネスブラック、ケッチェンブラック、アセチレンブラック等)、グラファイト、カーボンナノチューブ、グラフェン、フラーレン、炭素繊維などが挙げられ、1種または2種以上を用いることができる。特にグラファイト等の粒子と、ケッチェンブラック、ナノカーボン等の微粒子を組み合わせた2種以上を含む構成が、発熱効率の点から好ましい。炭素系導電粒子の含有量としては、導電性静的破砕剤中、0.1~3.0質量%が好ましく、0.5~1.5質量%がより好ましい。 Examples of the carbon-based conductive particles in the present invention include carbon black (furnace black, Ketjen black, acetylene black, etc.), graphite, carbon nanotubes, graphene, fullerene, carbon fiber, etc., and one or more types may be used. Can be done. In particular, a configuration containing two or more types of particles such as graphite and fine particles such as Ketjen black and nanocarbon in combination is preferable from the viewpoint of heat generation efficiency. The content of carbon-based conductive particles in the conductive static crushing agent is preferably 0.1 to 3.0% by mass, more preferably 0.5 to 1.5% by mass.
本発明においては、炭素系導電粒子とともに電解質が含まれる。これによって、通電効率が良く、かつ発熱効率がよい導電性静的破砕剤が得られる。本発明における電解質とは、水に溶け、電離して陰イオンと陽イオンを生じる物質であれば良く、特に限定されるわけではないが、例えば、アルカリ金属の炭酸塩、過炭酸塩、硫酸塩、亜硫酸塩、硝酸塩、亜硝酸塩及び塩化物からが挙げられ、これらの中から選ばれる1種または2種以上であることが好ましい。具体的には、塩化ナトリウム、塩化カリウム、塩化カルシウム、硫酸ナトリウム、硫酸鉄、硝酸ナトリウム、硝酸カルシウム、硝酸マグネシウム、硝酸鉄等が挙げられる。電解質の含有量としては、導電性静的破砕剤中、0.05~3.0質量%が好ましく、0.1~2.0質量%がより好ましく、0.2~1.5質量%がさらに好ましい。 In the present invention, an electrolyte is included together with the carbon-based conductive particles. As a result, a conductive static crushing agent with good current conduction efficiency and good heat generation efficiency can be obtained. The electrolyte in the present invention may be any substance that dissolves in water and ionizes to produce anions and cations, and is not particularly limited, but includes, for example, alkali metal carbonates, percarbonates, and sulfates. , sulfites, nitrates, nitrites, and chlorides, and it is preferable to use one or more selected from these. Specific examples include sodium chloride, potassium chloride, calcium chloride, sodium sulfate, iron sulfate, sodium nitrate, calcium nitrate, magnesium nitrate, iron nitrate, and the like. The content of the electrolyte in the conductive static crushing agent is preferably 0.05 to 3.0% by mass, more preferably 0.1 to 2.0% by mass, and 0.2 to 1.5% by mass. More preferred.
<静的破砕方法>
まず、被破砕物に孔が設けられる。被破砕物は、一般的に静的破砕方法による破砕が可能な脆性物体であれば特に限定されるものではなく、例えば、コンクリート構造物、岩石、岩盤などが挙げられる。
<Static crushing method>
First, holes are provided in the object to be crushed. The object to be crushed is not particularly limited as long as it is a brittle object that can generally be crushed by a static crushing method, and examples thereof include concrete structures, rocks, bedrock, and the like.
孔の大きさや孔間隔は、被破砕物の岩質、節理、鉄筋量、自由面の状態に応じて適宜選択される。一般的には、孔径は30~80mm、孔間隔は30~60cm程度とされることが多いが、必要に応じて試験破砕を行って決定される。孔を設ける方法は特に限定されないが、コアドリル等を用いるのが一般的である。 The hole size and hole spacing are appropriately selected depending on the rock quality of the object to be crushed, the joints, the amount of reinforcing steel, and the condition of the free surface. Generally, the pore diameter is 30 to 80 mm and the pore spacing is often about 30 to 60 cm, but this can be determined by conducting test crushing as necessary. The method for forming the holes is not particularly limited, but generally a core drill or the like is used.
次いで、設けられた孔の内部に、電極と導電性静的破砕剤とを配置する。一般的には、孔内に電極を挿入し、孔内の余剰空間に導電性静的破砕剤が充填される。このとき、孔内に充填された導電性静的破砕剤を効率的に加熱できるように、電極は孔の先端部近傍まで挿入されることが好ましい。また、導電性静的破砕剤は孔が完全に埋まるように、むしろ少しあふれる程度に充填されることが好ましい。 Then, an electrode and a conductive static crushing agent are placed inside the provided hole. Generally, an electrode is inserted into the hole, and the excess space within the hole is filled with a conductive static crushing agent. At this time, the electrode is preferably inserted to the vicinity of the tip of the hole so that the conductive static crushing agent filled in the hole can be efficiently heated. Further, it is preferable that the conductive static crushing agent be filled so that the holes are completely filled, but rather that they slightly overflow.
ここで、使用される電極は、一般に使用されている電極材料であれば特に限定されるものではない。例えば、鉄、銅、亜鉛 等が挙げられる。本発明に用いる電極としては、銅 が好ましい。電極は、孔内に挿入するため、棒状または帯状の形態が好ましい。電極は、陽極と負極が相互に一定の距離をおいて、孔内に配置される。電極は、配線を介して、外部電源装置に接続される。 The electrode used here is not particularly limited as long as it is a commonly used electrode material. Examples include iron, copper, zinc, etc. Copper is preferable as the electrode used in the present invention. Since the electrode is inserted into the hole, it is preferably rod-shaped or band-shaped. The electrodes are placed within the hole, with the anode and the negative electrode spaced apart from each other by a certain distance. The electrodes are connected to an external power supply via wiring.
本発明の静的破砕方法で使用される導電性静的破砕剤は、上述した遊離生石灰と、炭素系導電粒子と、電解質とを含む導電性静的破砕剤である。導電性静的破砕剤を被破砕物に設けられた孔内に充填する場合、水と練混ぜた状態(混練物)で充填される。水の配合量は、導電性静的破砕剤100質量部に対して、15~35質量部が好ましく、18~32質量部がより好ましい。練混ぜは手練りまたはハンドミキサ等を用いて行うことができ、2分以内に終了することが望ましい。 The conductive static crushing agent used in the static crushing method of the present invention is a conductive static crushing agent containing the above-mentioned free quicklime, carbon-based conductive particles, and electrolyte. When the conductive static crushing agent is filled into the holes provided in the object to be crushed, it is filled in a state where it is mixed with water (kneaded material). The amount of water blended is preferably 15 to 35 parts by weight, more preferably 18 to 32 parts by weight, per 100 parts by weight of the conductive static crushing agent. The kneading can be done by hand or using a hand mixer, and is preferably completed within 2 minutes.
本発明の方法によれば、電極と導電性静的破砕剤が被破砕物の孔内に配置された後、電極に通電することにより、導電性静的破砕剤そのものを発熱させることができる。これにより、導電性静的破砕剤の水和を促進させ、水和反応による膨張圧を早期に発現させることができる。これにより、被破砕物を短時間で破砕させることができる。また、低温環境下においても、環境温度の影響を受けることなく、速やかに破砕することができる。さらに、通電するタイミングを調整することによって、所望する時間に被破砕物を破砕させることも可能である。 According to the method of the present invention, after the electrode and the conductive static crushing agent are placed in the holes of the object to be crushed, the conductive static crushing agent itself can be made to generate heat by energizing the electrode. Thereby, hydration of the conductive static crushing agent can be promoted, and expansion pressure due to the hydration reaction can be developed at an early stage. Thereby, the object to be crushed can be crushed in a short time. Further, even in a low-temperature environment, it can be crushed quickly without being affected by the environmental temperature. Furthermore, by adjusting the timing of energization, it is also possible to crush the object at a desired time.
本発明は、導電性静的破砕剤自体が通電により発熱することが特徴である。従来技術のガスバーナ、電熱線などによる加熱手法に比べ、導電性静的破砕剤そのものを均一かつ効率的に発熱させることができ、速やかに、均一かつ効率的に導電性静的破砕剤の膨張圧を発現させることができる効果を有する。 The present invention is characterized in that the conductive static crushing agent itself generates heat when energized. Compared to conventional heating methods using gas burners, heating wires, etc., the conductive static crushing agent itself can be uniformly and efficiently heated, and the expansion pressure of the conductive static crushing agent can be quickly, uniformly and efficiently reduced. It has the effect of making it possible to express.
次に実施例を挙げて本発明をさらに詳細に説明する。なお、本発明は下記の実施例に限定されるものではない。 Next, the present invention will be explained in more detail with reference to Examples. Note that the present invention is not limited to the following examples.
<導電性静的破砕剤の作製>
まず、生石灰95重量部、粘土4重量部、石膏1重量部の混合粉末を1450℃で1時間焼成して、遊離生石灰を80質量%含むクリンカーを得た。このクリンカーをインペラブレーカーで粗砕し、更にミルで粉砕した。このクリンカー粉砕物100質量部と、炭素系導電粒子としてグラファイト(富士フイルム和光社製)を1.25質量部、炭素系導電性微粒子としてケッチェンブラックECP(ライオン・スペシャリティ・ケミカルズ社製、粒径39.5nm) を0.05質量部及び電解質として硫酸鉄(II)七水和物(関東化学株式会社製)0.5質量部を配合した導電性静的破砕剤を作製した。 従って、本導電性静的破砕剤は、炭素系導電粒子の含有量が1.28質量%、硫酸鉄(II)七水和物の含有量が0.49質量%(無水物換算で0.27質量%)である。
<Preparation of conductive static crushing agent>
First, a mixed powder of 95 parts by weight of quicklime, 4 parts by weight of clay, and 1 part by weight of gypsum was calcined at 1450° C. for 1 hour to obtain clinker containing 80% by mass of free quicklime. This clinker was coarsely crushed using an impeller breaker and further crushed using a mill. 100 parts by mass of this pulverized clinker, 1.25 parts by mass of graphite (manufactured by Fujifilm Wako) as carbon-based conductive particles, and Ketjenblack ECP (manufactured by Lion Specialty Chemicals, particle size) as carbon-based conductive fine particles. A conductive static crushing agent was prepared by blending 0.05 parts by mass of 39.5 nm) and 0.5 parts by mass of iron (II) sulfate heptahydrate (manufactured by Kanto Kagaku Co., Ltd.) as an electrolyte. Therefore, the present conductive static crushing agent contains 1.28% by mass of carbon-based conductive particles and 0.49% by mass of iron(II) sulfate heptahydrate (0.49% by mass in terms of anhydride). 27% by mass).
<導電性静的破砕剤を用いた破砕試験>
上記導電性静的破砕剤を使用して破砕試験を行った。被破砕物として、円柱状コンクリート供試体(φ150×300mm)を準備した。円柱状コンクリート供試体にφ42×250mmの孔(充填孔)を開け、上記導電性静的破砕剤100質量部に対して水20質量部を加えた導電性静的破砕剤混練物を充填し、混練物の温度を測定するための熱電対を孔内に設置した。また、円柱状コンクリート供試体の型枠にひずみゲージを設置した。
導電性静的破砕剤混練物を孔内に充填し電極として銅棒を孔内に差し込み、充填から15分後に定電圧で20V印加する。
図2に導電性を有した導電性静的破砕剤の破砕試験結果により得られた混練物温度-時間関係および型枠ひずみ-時間関係のグラフを示す。比較例として、市販の静的破砕剤である太平洋パワーブライスター(太平洋マテリアル(株)製)を使用した場合の破砕試験を実施した。導電性静的破砕剤の場合、通電後から温練物の温度立上りが大きくことが確認された。また、型枠のひずみに注目すると、充填後約45分でひずみの値が急激に上昇したことが確認(コンクリート供試体破砕)された。比較例の場合、型枠ひずみは実施例と比較して緩やかにひずみが上昇し、コンクリート供試体が破砕されるまで約80分程度を要した。即ち、導電性静的破砕剤を加温することによって導電性静的破砕剤の破砕効果が向上することが確認された。
<Crushing test using conductive static crushing agent>
A crushing test was conducted using the above conductive static crushing agent. A cylindrical concrete specimen (φ150×300 mm) was prepared as an object to be crushed. A hole (filling hole) of φ42 x 250 mm is opened in a cylindrical concrete specimen, and filled with a conductive static crushing agent kneaded mixture in which 20 parts by mass of water is added to 100 parts by mass of the above conductive static crushing agent, A thermocouple was installed in the hole to measure the temperature of the kneaded material. In addition, strain gauges were installed in the formwork of the cylindrical concrete specimen.
A conductive static crushing agent kneaded material is filled into the hole, a copper rod is inserted into the hole as an electrode, and 15 minutes after filling, a constant voltage of 20 V is applied.
FIG. 2 shows a graph of the kneaded material temperature-time relationship and mold strain-time relationship obtained from the crushing test results of a conductive static crushing agent. As a comparative example, a crushing test was conducted using Taiheiyo Power Blaster (manufactured by Taiheiyo Materials Co., Ltd.), which is a commercially available static crushing agent. In the case of the conductive static crushing agent, it was confirmed that the temperature rise of the warmed material was large after energization. Furthermore, when looking at the strain in the formwork, it was confirmed that the strain value rapidly increased approximately 45 minutes after filling (the concrete specimen was crushed). In the case of the comparative example, the strain in the formwork increased more slowly than in the example, and it took about 80 minutes until the concrete specimen was crushed. That is, it was confirmed that the crushing effect of the conductive static crushing agent was improved by heating the conductive static crushing agent.
1 被破砕物
2 導電性静的破砕剤
3 電極
4 電源装置
5 配線
1 Object to be crushed 2 Conductive
Claims (3)
被破砕物に孔を設け、前記孔の内部に、電極と、請求項1又は2に記載の導電性静的破砕剤とを配置した状態で、前記電極に通電することによって前記導電性静的破砕剤が自己発熱することを特徴とする破砕方法。
A method for statically crushing an object to be crushed using a conductive static crushing agent, the method comprising:
A hole is provided in the object to be crushed, and an electrode and the conductive static crushing agent according to claim 1 or 2 are arranged inside the hole, and the conductive static crushing agent is energized by supplying electricity to the electrode. A crushing method characterized by self-heating of the crushing agent.
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Citations (4)
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JP2005154221A (en) | 2003-11-27 | 2005-06-16 | Sekisui Chem Co Ltd | Portland cement substitute and method of manufacturing the same |
US20050252775A1 (en) | 2002-05-09 | 2005-11-17 | Malone Philip G | Electro-osmotic pulse (EOP) treatment system for structure and method of use therefor |
JP2009007492A (en) | 2007-06-28 | 2009-01-15 | Taiheiyo Material Kk | Static crushing agent for super large pore diameter |
JP2014141387A (en) | 2012-12-28 | 2014-08-07 | Taiheiyo Material Kk | Crushing material |
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US20050252775A1 (en) | 2002-05-09 | 2005-11-17 | Malone Philip G | Electro-osmotic pulse (EOP) treatment system for structure and method of use therefor |
JP2005154221A (en) | 2003-11-27 | 2005-06-16 | Sekisui Chem Co Ltd | Portland cement substitute and method of manufacturing the same |
JP2009007492A (en) | 2007-06-28 | 2009-01-15 | Taiheiyo Material Kk | Static crushing agent for super large pore diameter |
JP2014141387A (en) | 2012-12-28 | 2014-08-07 | Taiheiyo Material Kk | Crushing material |
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