JP2689098B2 - Method of repairing water channel cavity and cohesive adherent used for it - Google Patents
Method of repairing water channel cavity and cohesive adherent used for itInfo
- Publication number
- JP2689098B2 JP2689098B2 JP7151821A JP15182195A JP2689098B2 JP 2689098 B2 JP2689098 B2 JP 2689098B2 JP 7151821 A JP7151821 A JP 7151821A JP 15182195 A JP15182195 A JP 15182195A JP 2689098 B2 JP2689098 B2 JP 2689098B2
- Authority
- JP
- Japan
- Prior art keywords
- water channel
- channel cavity
- cavity
- repairing
- adhered
- 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 - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、土壌と隣接した状態に
建設されたコンクリート構造物と土壌との接合面に形成
される水路空洞を補修するための工事方法に関するもの
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for repairing a water channel cavity formed on a joint surface between a concrete structure constructed adjacent to soil and the soil.
【0002】[0002]
【従来の技術】トンネル、ダム、堤防、法面補強物等の
コンクリート構造物は、山をくり貫いたり、切り開いた
りして、土壌と隣接した状態に建設される。かかるコン
クリート構造物が建設されると、建設以前において地中
に自然に形成されていた水路が遮断されるため、コンク
リート構造物と土壌との接合面には、新たな水路が形成
されることになる。そして、コンクリート構造物を建設
した後、長期間経過すると、その水路は、土壌の侵食に
よって次第に大きくなり、大量の土砂を流出させるた
め、やがて大きな空洞、すなわち水路空洞となる。かか
る水路空洞は、落石や落盤を引き起こし、ひいては、コ
ンクリート構造物を崩壊させる危険を有するものである
ため、埋設補修することが必要である。この水路空洞を
埋設補修する工法としては、従来、水路空洞内に発砲ス
チロール、古タイヤ等を細かく裁断した物を投入し、水
路空洞を埋設する方法が採用されている。また、ダム湖
岸に設けられる護岸壁や道路擁壁等の近傍に水路空洞が
形成された場合には、水路空洞内に採石を投入した後、
コンクリートを打設する方法が採用されている。2. Description of the Related Art Concrete structures such as tunnels, dams, levees, slope reinforcements, etc. are constructed adjacent to soil by hollowing or cutting open mountains. When such a concrete structure is constructed, the water channel that was naturally formed in the ground before the construction is blocked, so that a new water channel is formed at the joint surface between the concrete structure and the soil. Become. Then, after a long period of time has passed after the concrete structure was constructed, the water channel gradually becomes large due to soil erosion, and a large amount of earth and sand is discharged, so that it becomes a large cavity, that is, a water channel cavity. Since such a water channel cavity causes a rock fall and a rock fall, and thus has a risk of collapsing a concrete structure, it is necessary to repair the buried structure. As a method of burying and repairing this water channel cavity, conventionally, a method of burying the water channel cavity by inserting finely cut foamed polystyrene, old tires, etc. into the water channel cavity is used. Also, if a waterway cavity is formed near the revetment wall or road retaining wall provided on the dam lake shore, after quarrying in the waterway cavity,
The method of placing concrete is adopted.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、水路空
洞に発砲スチロール、古タイヤ等の裁断物を投入する方
法は、一旦、水路空洞を埋め尽くすることができ、ある
程度の補強効果が得られるものの、発砲スチロール、古
タイヤ等が透水性を有していないため、それらの物質に
よって、水の逃げ道が完全に塞がれてしまい、埋め尽く
された部分の近傍に、直ちに新たな水路が形成されてし
まい、すぐに再度の補修工事が必要となってしまう。ま
た、護岸壁や道路擁壁等の近傍の水路空洞を、採石を投
入した後にコンクリートを打設する方法によって補修し
た場合も、コンクリートの非透水性に起因して、上記の
方法を採用した場合と同じ問題が生じてしまう。However, in the method of introducing cut products such as styrene foam and old tires into the water channel cavity, it is possible to fill the water channel cavity once and obtain some reinforcement effect, Since styrene foam, old tires, etc. do not have water permeability, these substances completely block the escape route of water, and a new water channel is immediately formed in the vicinity of the filled part. As a result, another repair work will be required immediately. Also, when the waterway cavities near the revetment wall, road retaining wall, etc. are repaired by the method of placing concrete after quarrying, when the above method is adopted due to the impermeability of concrete. The same problem will occur.
【0004】本発明の目的は、かかる上記の問題点を解
消し、水路空洞を効果的に埋設補修することが可能な水
路の補修工法を提供することにある。An object of the present invention is to solve the above-mentioned problems and to provide a repairing method for a water channel capable of effectively burying and repairing a water channel cavity.
【0005】[0005]
【課題を解決するための手段】第1の発明の構成は、コ
ンクリート構造物の外壁と土壌との間に形成される水路
空洞を埋設補修するための工法であって、前記水路空洞
内に、セラミック球体がセメントと混和剤とによって固
着されてなる球状あるいは多面体状の凝集固着物を充填
することにある。第2の発明の構成は、その補修工法に
おいて、前記凝集固着物の比重を1.0以下としたこと
にあり、第3の発明の構成は、それらの補修工法におい
て、前記セラミック球体を、比重0.6以下で3mm〜5
0mmの直径を有するものとしたことにある。一方、第4
の発明の構成は、比重0.6以下で3mm〜50mmの直径
を有するセラミック球体と、セメントと、混和剤とが混
合され、球状、あるいは多面体状に凝集固化されてなる
水路空洞の補修工事用凝集固着物にある。The structure of the first invention is a construction method for burying and repairing a water channel cavity formed between an outer wall of a concrete structure and soil, wherein: The purpose of the present invention is to fill a spherical or polyhedral aggregated adhered material in which ceramic spheres are adhered by cement and an admixture. The structure of the second invention is that in the repairing method, the specific gravity of the agglomerated adhered matter is set to 1.0 or less, and the structure of the third invention is such that, in the repairing method, the specific gravity of the ceramic sphere is 3 mm ~ 5 under 0.6
It has a diameter of 0 mm. Meanwhile, the fourth
The structure of the invention is for repairing a waterway cavity formed by mixing a ceramic sphere having a specific gravity of 0.6 or less and a diameter of 3 mm to 50 mm, cement, and an admixture, and coagulating and solidifying into a spherical shape or a polyhedral shape. It is in a coagulated and adhered substance.
【0006】[0006]
【作用】第1の発明にかかる補修工法においては、水路
空洞内に凝集固着物が充填されるが、凝集固着物が球状
あるいは多面体状であり転がり易い特性を有しているの
で、充填作業がきわめて容易である。そして、水路空洞
内に充填された凝集固着物は、水路空洞を通じて流出し
ようとする土砂をせき止める障害物となる。また、凝集
固着物は、セラミック球体がセメントと混和剤とによっ
て強固に固着された構造を有しておりきわめて強度が高
いので、水路空洞内へ充填された後には、補強材として
有効に機能する。さらに、凝集固着物は、その単体が適
度な空隙を有しているとともに、軽量で強度が高いた
め、水路空洞内への充填の際に粉砕したりせず、周囲の
凝集固着物との間にも適度な空隙を形成する。したがっ
て、補修された水路空洞は、凝集固着物が満たされてい
るにも拘らず、適度な透水性を有したものとなるので、
水の逃げ道が確保される。このため、補修部分と隣接す
る部分に、新たな水路空洞が形成されたりしない。In the repairing method according to the first aspect of the present invention, the agglomerate adhered matter is filled in the water channel cavity, but since the agglomerated adherent matter has a spherical or polyhedral shape and is easily rolled, the filling operation is Very easy. Then, the coagulated and adhered matter filled in the channel cavity serves as an obstacle that blocks the sediment that is about to flow out through the channel cavity. Further, the cohesive adherent has a structure in which the ceramic spheres are firmly adhered by the cement and the admixture, and has extremely high strength, so that it effectively functions as a reinforcing material after being filled in the water channel cavity. . In addition, the cohesion-adhered material does not have to be crushed when it is filled into the waterway cavity because it has appropriate voids and is lightweight and has high strength. Also form a proper void. Therefore, the repaired water channel cavity will have appropriate water permeability, despite the fact that it is filled with agglomerated adherents.
An escape route for water is secured. Therefore, no new water channel cavity is formed in the portion adjacent to the repaired portion.
【0007】一方、第2の発明の如く、凝集固着物の比
重を1.0以下とした場合には、凝集固着物が水に浮く
ので、凝集固着物を水と一緒に水路空洞の深奥まで流し
込むという方法を採用することによって、複雑な形状を
有する水路空洞の補修工事も可能となる。On the other hand, as in the second aspect of the invention, when the specific gravity of the cohesion-adhering material is set to 1.0 or less, the coagulation-adhering material floats on the water, so that the coagulation-adhering material together with water goes deep into the channel cavity. By adopting the method of pouring, the repair work of the water channel cavity having a complicated shape is also possible.
【0008】また、第3の発明の如く、比重が0.6以
下で直径が3mm〜50mmのセラミック球体を用いて凝集
固着物を形成した場合には、凝集固着物は、非常に軽量
で、強度が高く、透水性が良好なものとなるので、充填
された水路空洞内で凝集固着物の発揮する機能、すなわ
ち、土砂の流出防止機能、補強機能、透水機能等の諸機
能がより信頼性の高いものとなる。Further, when the agglomerated adherent is formed by using the ceramic spheres having a specific gravity of 0.6 or less and a diameter of 3 mm to 50 mm as in the third invention, the agglomerated adherent is very lightweight, Since it has high strength and good water permeability, the function of demonstrating coagulated and adhered substances in the filled channel cavity, that is, the various functions such as sediment outflow prevention function, reinforcement function, and water permeability function is more reliable. Will be high.
【0009】[0009]
【実施例】以下、本発明の実施の一例を図面に基いて詳
細に説明する。 [凝集固着物の製造] (1)セラミック球体 園芸資材として市販されているアクアボール(軽量の芯
材がセラミックで被覆されたもの)をセラミック球体と
して用いた。このセラミック球体の平均比重は約0.5
であり、平均直径は、約30mmであった。 (2)セメント 市販のアルミナ−シリカ系のポルトランドセメントを用
いた。 (3)混和剤 カルシウム、酸化鉄を主成分とする混和剤であるNIX
−1000(株式会社ニクス製、固形分含有率約5〜7
%)を用いた。 (4)セラミック球体の固着 上記のセラミック球体約900kgと、セメント約230
kgと、混和剤であるNIX−1000約35リットルと、水
80リットルとを混合した後、十分に混練し、さらに、適宜
大きさの球状の塊に分割し、乾燥することによって、比
重が約0.9の球状の凝集固着物を得た。得られた凝集
固着物を図1に示す(なお、図1(b)は凝集固着物の
一部の断面を拡大して示してある)。1は凝集固着物で
あり、内部に多くの気泡を有する無数のセラミック球体
2,2・・が、セメントおよび混和剤3によって、凝集
した状態で固着されている。また、凝集固着物1は、隣
接したセラミック球体2,2・・同士の間に適度な空隙
を有しており、高い透水性を有している。また、平均直
径約30mmの無数のセラミック球体がセメントおよび混
和剤によって強固に固着された構造であるので、強度が
きわめて高い。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. [Production of agglomerated and adhered matter] (1) Ceramic sphere An aqua ball (a lightweight core material coated with ceramic) commercially available as a horticultural material was used as a ceramic sphere. The average specific gravity of this ceramic sphere is about 0.5
And the average diameter was about 30 mm. (2) Cement Commercially available alumina-silica Portland cement was used. (3) Admixture NIX which is an admixture containing calcium and iron oxide as main components
-1000 (manufactured by Nyx Co., Ltd., solid content: about 5 to 7)
%). (4) Fixing of ceramic sphere About 900 kg of the above ceramic sphere and about 230 cement
After mixing kg, about 35 liters of NIX-1000 which is an admixture, and 80 liters of water, they are sufficiently kneaded, and further divided into spherical lumps of an appropriate size and dried to obtain a specific gravity of about A spherical aggregated adherence product of 0.9 was obtained. The obtained cohesion-fixed product is shown in FIG. 1 (note that FIG. 1B shows an enlarged cross-section of a part of the cohesion-fixed product). Reference numeral 1 denotes a cohesive adhered substance, in which a myriad of ceramic spheres 2, 2 ... Having a large number of bubbles inside are adhered in an agglomerated state by cement and an admixture 3. Further, the cohesion-adhering material 1 has appropriate voids between the adjacent ceramic spheres 2, 2, ... And has high water permeability. In addition, it has a structure in which a myriad of ceramic spheres having an average diameter of about 30 mm are firmly fixed by cement and an admixture, so that the strength is extremely high.
【0010】[水路空洞の補修工事]図2は、各種のコ
ンクリート構造物と土壌との接合面に形成された水路空
洞を示したものであり、水路空洞4,5,6は、山の斜
面に建設された法面補強物7、ダム湖の護岸壁8、およ
び山をくり貫いて建設されたトンネル9と土壌10との
接合面に形成されている。各水路空洞4,5,6の補修
工事は、上記で得られた無数の凝集固着物1,1,・・
を水とともに空洞内に流し込むという態様で、各水路空
洞4,5,6の内部に凝集固着物1,1・・を充填する
ことによって行われる。なお、各凝集固着物1,1・・
は、比重が約0.9であり水に浮くため、水路空洞が5
のような複雑な形状をしている場合であっても、水に浮
かべてた状態で水とともに水路空洞の深奥まで流し込む
ことができる。したがって、5のような複雑な形状の水
路空洞も何ら問題なく、凝集固着物1,1・・で満たす
ことができる。また、凝集固着物1,1・・は、軽量で
あり、かつ、きわめて高い強度を有しているので、多く
を一度に流し込んでも決して粉砕したりしないし、多く
を積み上げても、下に位置したものが圧壊したりしな
い。このため、水路空洞内に満たされた各凝集固着物同
士の間には適度な空隙が形成される。[Water channel cavity repair work] Fig. 2 shows the water channel cavities formed on the joint surface between various concrete structures and soil. The water channel cavities 4, 5 and 6 are the slopes of the mountain. It is formed on the junction surface between the slope reinforcement 7 constructed in No. 7, the revetment wall 8 of the dam lake, and the tunnel 9 constructed through the mountain and the soil 10. The repair work of each waterway cavity 4, 5, 6 is carried out by the myriad of cohesive adherents 1, 1, ...
Is poured into the cavities together with water by filling the inside of each of the water channel cavities 4, 5, 6 with the cohesive adherents 1, 1. In addition, each agglomerated adhered matter 1, 1 ...
Has a specific gravity of about 0.9 and floats on water, so
Even if it has such a complicated shape as described above, it can be poured into the depth of the water channel cavity together with the water while floating on the water. Therefore, a water channel cavity having a complicated shape such as 5 can be filled with the cohesive adhered substances 1, 1 ... Without any problem. In addition, since the cohesive adherents 1, 1, ... Are lightweight and have extremely high strength, they will never be crushed even if a large amount of them are poured at once, or even if they are piled up, they will be positioned below. What you do will not be crushed. Therefore, an appropriate space is formed between the aggregated and adhered substances filled in the water channel cavity.
【0011】補修された水路空洞においては、充填され
た凝集固着物が障害物として機能するため、水路空洞を
通じて土砂が流出する事態が効果的に防止される。ま
た、凝集固着物が、きわめて高い強度を有しており、水
路空洞内部を効果的に補強するので、水路空洞近辺にお
ける落石や落盤、コンクリート構造物の崩壊という事態
の発生が防止される。さらに、水路空洞内に満たされた
凝集固着物は、内部および周囲の凝集固着物との間に適
度な空隙を有しており、透水性が良好であるため、補修
された水路空洞においては水の逃げ道が確保されるの
で、補修箇所と隣接した部分に新たな水路空洞が形成さ
れたりしない。In the repaired water channel cavity, the filled cohesive solidified material functions as an obstacle, so that the situation in which earth and sand flow out through the water channel cavity is effectively prevented. Further, the aggregated and adhered material has extremely high strength and effectively reinforces the inside of the water channel cavity, so that the occurrence of the situation of falling rocks, rock fall, and collapse of the concrete structure in the vicinity of the water channel cavity is prevented. Furthermore, the coagulated adhered matter filled in the water channel cavity has an appropriate space between the coagulated adhered matter inside and around the coagulated adhered matter, and the water permeability is good. Since the escape route is secured, a new waterway cavity will not be formed in the part adjacent to the repaired place.
【0012】なお、上記実施例においては、アクアボー
ルをセラミック球体として用いたが、セラミック球体は
アクアボールに限定されるものではなく、ALCあるい
はヘーベル等の建設資材の粉砕粒の表面をセラミックで
被覆したもの、製鉄の際に生成されるスラグの表面をセ
ラミックで被覆したもの、火山噴火による砕石の表面を
セラミックで被覆したもの、発砲スチロールの表面をセ
ラミックで被覆したもの等であっても良い。これらのセ
ラミック球体は、芯材が軽量でありかつ表面がセラミッ
クで被覆され十分な防水性を有しているため、凝集固化
物を軽量かつ壊れにくいものとすることができる。ま
た、セメントもアルミナ−シリカ系のポルトランドセメ
ントに限定されるものではなく、スラグセメント、アル
ミナセメントや、混合セメント等を使用することも可能
である。さらに、混和剤も、NIX−1000以外に、
SR−3(株式会社アジア建材製)、MR−7(株式会
社吉兆商事製)や、ニューモラン(株式会社クマノ治水
製)等の市販品を用いることができる。加えて、凝集固
化物を製造する際におけるセラミック球体と、セメント
と、混和剤と、水との混合割合も上記実施例に何ら限定
されるものではなく、必要に応じて適宜変更できる。な
お、凝集固着物の形状は球状に限らず、多面体状に形成
しても良い。Although the aqua balls are used as the ceramic spheres in the above embodiment, the ceramic spheres are not limited to the aqua balls, and the surface of the crushed particles of the construction material such as ALC or Hebel is coated with the ceramic. The surface of slag generated during iron making may be coated with ceramic, the surface of crushed stone from volcanic eruption may be coated with ceramic, or the surface of foamed styrene may be coated with ceramic. In these ceramic spheres, the core material is lightweight, and the surface is covered with ceramic to have sufficient waterproofness, so that the aggregated and solidified product can be made lightweight and not easily broken. Further, the cement is not limited to the alumina-silica type Portland cement, and slag cement, alumina cement, mixed cement and the like can be used. Furthermore, the admixtures other than NIX-1000 are
Commercially available products such as SR-3 (manufactured by Asia Construction Materials Co., Ltd.), MR-7 (manufactured by Kichicho Shoji Co., Ltd.) and Pneumolan (manufactured by Kumano Suisu Co., Ltd.) can be used. In addition, the mixing ratio of the ceramic spheres, the cement, the admixture, and the water in producing the aggregated solidified product is not limited to the above examples, and can be appropriately changed as necessary. Note that the shape of the aggregated and adhered material is not limited to a spherical shape, and may be formed in a polyhedral shape.
【0013】さらに、上記実施例においては、比重を
0.9に調整した凝集固着物を用いたが、凝集固着物の
比重は何らこの数値に限定されるものではない。かかる
比重は、水に浮かべて水とともに水路空洞内に流入する
方法を採用することができるという点から、1.0以下
であることが好ましく、0.9以下であると、水に浮か
べたときの凝集固着物の流動性がより良好なものとなる
ので特に好ましい。また、凝集固着物を構成するセラミ
ック球体の直径も、上記実施例の数値に何ら限定される
ものではないが、3mm以上50mm以下であることが好ま
しい。3mm以上であると、凝集固着物の透水性が低下す
るし、逆に50mm以上であると、セメントと混和剤とに
よる固着強度が低下し、ひいては凝集固着物の強度が低
下するので好ましくない。Further, in the above-mentioned examples, the cohesion-fixed material whose specific gravity was adjusted to 0.9 was used, but the specific gravity of the cohesion-fixed material is not limited to this value. The specific gravity is preferably 1.0 or less from the viewpoint that a method of floating on water and flowing into the waterway cavity together with water can be adopted. It is particularly preferable because the aggregated and adhered substance of (1) has a better fluidity. Further, the diameter of the ceramic spheres forming the agglomerated adhered matter is not limited to the numerical values in the above-mentioned examples, but is preferably 3 mm or more and 50 mm or less. If it is 3 mm or more, the water permeability of the agglomerated and adhered material is lowered, and conversely, if it is 50 mm or more, the affixing strength due to the cement and the admixture is lowered, and the strength of the agglomerated and adhered material is lowered, which is not preferable.
【0014】なお、凝集固着物は、上記の如く、軽量で
あり、かつ、高い強度と透水性を兼備したものであるか
ら、他の用途に転用すること、たとえば、板状に形成し
て砂漠等に敷設して砂漠あるいは半乾燥地帯等における
植物栽培(農作物の栽培を含む)土壌として利用するこ
と等も可能である(図3にその一例を示す)。この場合
には、板状の凝集固着物内部の多くの空隙に水分や土中
の栄養分を蓄えることができるとともに、多くの空隙の
存在によって板状の凝集固着物が良好な保温性、通気
性、透水性を発揮し、土中のミクロフローラバランスを
整え、土壌に活力を与えるので、板状の凝集固着物は、
植物の成長に好適な状態となり、植物の成長を著しく促
進する。したがって、砂漠あるいは半乾燥地帯等におい
ても植物栽培が可能となる。As described above, the agglomerated and adhered material is lightweight and has both high strength and water permeability, so that it can be diverted to other uses, for example, it can be formed into a plate shape to form a desert. It is also possible to use it as a soil for cultivating plants (including cultivation of agricultural crops) in a desert or a semi-arid area, etc. In this case, water and nutrients in the soil can be stored in many voids inside the plate-like aggregated adhered substance, and due to the presence of many voids, the plate-like aggregated adhered substance has good heat retention and air permeability. , Because it exerts water permeability, adjusts the microflora balance in the soil, and gives vitality to the soil, the plate-like aggregated adhered matter is
It is suitable for plant growth and significantly promotes plant growth. Therefore, it is possible to cultivate plants even in a desert or a semi-arid area.
【0015】[0015]
【発明の効果】第1の発明にかかる補修工法によれば、
水路空洞が凝集固着物で満たされるので、水路空洞を通
じて土砂が流出する事態を防止することができる。しか
も、凝集固着物の強度がきわめて高いため、水路空洞近
辺での落石や落盤、コンクリート構造物の崩壊という事
態を効果的に防止することができるし、凝集固着物の透
水性が良好であるため、水の逃げ道が確保されるので、
補修箇所の隣接部分に新たな水路空洞が形成されたりせ
ず、再補修の必要性が解消される。また、第2の発明に
かかる補修工法によれば、水路空洞が複雑な形状をして
いる場合であっても、何ら問題なく容易に埋設補修する
ことができるし、さらに、第3の発明にかかる補修工法
によれば、水路空洞に満たされる凝集固着物がより軽量
で、強度が高く、透水性の優れたものとなるので、第1
の発明、第2の発明によって得られる効果がより信頼性
の高いものとなる。According to the repairing method of the first invention,
Since the channel cavity is filled with the coagulated adhered matter, it is possible to prevent the sediment from flowing out through the channel cavity. Moreover, since the strength of the cohesion-adhering material is extremely high, it is possible to effectively prevent the situation of falling rocks, falling rocks and collapse of the concrete structure in the vicinity of the water channel cavity, and the water permeability of the coagulation-adhering material is good. , Because the escape route for water is secured,
The need for re-repair is eliminated because no new channel cavity is formed in the area adjacent to the repair site. Further, according to the repairing method of the second invention, even when the water channel cavity has a complicated shape, it is possible to easily perform the buried repair without any problem, and further, in the third invention. According to such a repairing method, the aggregated and adhered substance filled in the water channel cavity is lighter in weight, has higher strength, and is excellent in water permeability.
The effects obtained by the invention and the second invention are more reliable.
【図1】実施例の凝集固着物を示す説明図である。FIG. 1 is an explanatory diagram showing an aggregated and adhered material of an example.
【図2】コンクリート構造物と土壌との接合面に形成さ
れた水路空洞を示す説明図である。FIG. 2 is an explanatory diagram showing a water channel cavity formed on a joint surface between a concrete structure and soil.
【図3】凝集固着物を植物栽培土壌として利用している
状態を示す説明図である。FIG. 3 is an explanatory view showing a state where the aggregated and adhered material is used as a plant cultivation soil.
1・・凝集固着物、2・・セラミック球体、3・・セメ
ントおよび混和剤、4,5,6・・水路空洞、7・・法
面補強物、8・・護岸壁、9・・トンネル、10・・土
壌、11・・板状の凝集固着物、12・・土壌、13・
・客土、14・・栽培植物。1 ・ ・ Cohesive adherents, 2 ・ ・ Ceramic spheres, 3 ・ ・ Cement and admixture, 4,5,6 ・ ・ Water channel cavity, 7 ・ ・ Slope reinforcement, 8 ・ ・ Revetment wall, 9 ・ ・ Tunnel, 10 ・ ・ Soil, 11 ・ ・ Plate-like agglomerated and fixed matter, 12 ・ ・ Soil, 13 ・
・ Soil, 14 ・ ・ Cultivated plants.
フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E02F 5/10 F16L 1/038 // C09K 103:00 Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location E02F 5/10 F16L 1/038 // C09K 103: 00
Claims (4)
に形成される水路空洞を埋設補修するための工法であっ
て、 前記水路空洞内に、 セラミック球体がセメントと混和剤とによって固着され
てなる球状あるいは多面体状の凝集固着物を充填するこ
とを特徴とする水路空洞の補修工法。1. A method for burying and repairing a water channel cavity formed between an outer wall of a concrete structure and soil, wherein ceramic spheres are fixed by cement and an admixture in the water channel cavity. A repairing method for a waterway cavity, which comprises filling a spherical or polyhedral aggregated adherent substance.
ることを特徴とする請求項1記載の水路空洞の補修工
法。2. The method for repairing a waterway cavity according to claim 1, wherein the specific gravity of the aggregated adhered matter is 1.0 or less.
で3mm〜50mmの直径を有するものであることを特徴と
する請求項1記載の水路空洞の補修工法。3. The method for repairing a waterway cavity according to claim 1, wherein the ceramic sphere has a specific gravity of 0.6 or less and a diameter of 3 mm to 50 mm.
有するセラミック球体と、セメントと、混和剤とが混合
され、球状、あるいは多面体状に凝集固化されてなる水
路空洞の補修工事用凝集固着物。4. A cohesion for repair work of a waterway cavity formed by mixing a ceramic sphere having a specific gravity of 0.6 or less and a diameter of 3 mm to 50 mm, cement, and an admixture, and coagulating and solidifying into a spherical shape or a polyhedral shape. Sticky matter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7151821A JP2689098B2 (en) | 1995-06-19 | 1995-06-19 | Method of repairing water channel cavity and cohesive adherent used for it |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7151821A JP2689098B2 (en) | 1995-06-19 | 1995-06-19 | Method of repairing water channel cavity and cohesive adherent used for it |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH093870A JPH093870A (en) | 1997-01-07 |
JP2689098B2 true JP2689098B2 (en) | 1997-12-10 |
Family
ID=15527059
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7151821A Expired - Fee Related JP2689098B2 (en) | 1995-06-19 | 1995-06-19 | Method of repairing water channel cavity and cohesive adherent used for it |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2689098B2 (en) |
-
1995
- 1995-06-19 JP JP7151821A patent/JP2689098B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH093870A (en) | 1997-01-07 |
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