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JPH0261568B2 - - Google Patents
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JPH0261568B2 - - Google Patents

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Publication number
JPH0261568B2
JPH0261568B2 JP58074704A JP7470483A JPH0261568B2 JP H0261568 B2 JPH0261568 B2 JP H0261568B2 JP 58074704 A JP58074704 A JP 58074704A JP 7470483 A JP7470483 A JP 7470483A JP H0261568 B2 JPH0261568 B2 JP H0261568B2
Authority
JP
Japan
Prior art keywords
bag
liquid
liquid agent
permeability
roadbed
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
Application number
JP58074704A
Other languages
Japanese (ja)
Other versions
JPS59199902A (en
Inventor
Takeji Fukuda
Hiroshi Yoshida
Keiji Shimizu
Hiroshi Matsumura
Naoki Yoshimura
Kuraichi Sakaguchi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Railway Technical Research Institute
Mitsubishi Chemical Corp
Original Assignee
Railway Technical Research Institute
Mitsubishi Petrochemical Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Railway Technical Research Institute, Mitsubishi Petrochemical Co Ltd filed Critical Railway Technical Research Institute
Priority to JP58074704A priority Critical patent/JPS59199902A/en
Publication of JPS59199902A publication Critical patent/JPS59199902A/en
Publication of JPH0261568B2 publication Critical patent/JPH0261568B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Machines For Laying And Maintaining Railways (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Connection Of Plates (AREA)

Description

【発明の詳細な説明】 本発明は構造物の据付け部構造に係る。詳しく
はレールを支える枕木と橋梁桁との間〓や各種装
置と基礎との間の間〓(以下構造物の相互間の間
〓という)を充填物で充填してなる据付け部構造
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a structure for installing a structure. More specifically, it relates to an installation structure in which the spaces between the sleepers supporting the rails and the bridge girders and between various devices and the foundations (hereinafter referred to as "spaces between structures") are filled with filler.

従来のこの種の据付け部構造としては、 第1図示のようにレール1を支える枕木2と
路盤または橋梁桁3との間の間〓4に、柔軟で
連続した細孔を有する不織布等の液剤含浸材5
と、この液剤含浸材の外周面を囲繞する弾性を
有する枠体6と、上記液剤含浸材5に含浸され
た接着機能を有する硬化性の液状樹脂またはセ
メント(以下、「液剤」で表示する)とからな
るパツド7を挿設し、上記液剤を硬化せしめて
なる構造、 第2図示のようにレール1と支承体(タイプ
レートを含む)8との間の間〓4に不透過性の
高分子フイルム素材よりなる可撓性の袋9を挿
設し、この袋9内にその注入口10より液剤1
1を充填し、次いで該液剤を硬化せしめてなる
構造(特公昭52−47203号)、 第3図示のようにレール1を支える枕木2と
路盤8との間の間〓4に未硬化状態の液剤を含
浸させた不織布12を挿設し、次いで該液剤を
硬化させてなる構造等がある。
As shown in the first diagram, this type of conventional installation part structure includes a liquid agent such as a flexible non-woven fabric having continuous pores between the sleeper 2 supporting the rail 1 and the roadbed or bridge girder 3. Impregnation material 5
, an elastic frame 6 surrounding the outer peripheral surface of the liquid-impregnated material, and a curable liquid resin or cement having an adhesive function impregnated in the liquid-impregnated material 5 (hereinafter referred to as "liquid"). A structure is formed by inserting a pad 7 consisting of A flexible bag 9 made of molecular film material is inserted, and the liquid agent 1 is injected into the bag 9 through the injection port 10.
1, and then hardened the liquid (Japanese Patent Publication No. 52-47203). There is a structure in which a nonwoven fabric 12 impregnated with a liquid agent is inserted and then the liquid agent is cured.

第1図及び第3図の構造はパツド7または不織
布12が枕木2と橋梁桁3または路盤8に接着し
て一体になつているため、パツド7または不織布
12が振動等により位置ずれして外れることがな
いため、パツドとして有用である。しかし、溶剤
の含浸工程があつて作業性が悪い。更に、第1図
の構造のものでは液剤含浸材5と枠体6の一体化
工程もあつて作業性が特に悪い。また第3図の構
造は据付け時に不織布12がレール1及び枕木2
の荷重により押圧されて不織布に含浸された液剤
が多量に漏出するため、多量の液剤が無駄になり
不経済であるばかりでなく、多量に漏出した液剤
またはその硬化物による周囲の汚損も大となる欠
点がある。
In the structure shown in FIGS. 1 and 3, the pads 7 or the nonwoven fabric 12 are bonded to the sleepers 2 and the bridge girder 3 or the roadbed 8 and are integrated, so the pads 7 or the nonwoven fabric 12 may shift due to vibration or the like and come off. It is useful as a pad. However, the workability is poor due to the solvent impregnation step. Furthermore, the structure shown in FIG. 1 requires a step of integrating the liquid agent-impregnated material 5 and the frame 6, resulting in particularly poor workability. Furthermore, in the structure shown in Fig. 3, the nonwoven fabric 12 is connected to the rail 1 and the sleeper 2 during installation.
A large amount of the liquid agent impregnated into the nonwoven fabric leaks out due to the pressure of the load, which not only wastes a large amount of liquid and is uneconomical, but also causes a large amount of staining of the surrounding area due to the large amount of leaked liquid agent or its cured product. There is a drawback.

一方、第2図の構造は不透過性の高分子フイル
ム素材よりなる可撓性の袋9を用いているので、
液剤11が袋より漏出することがなく、周囲を汚
すおそれがない利点を有するが、袋9がレール1
と路盤8に固定して接着されていないため、振動
等により位置ずれして外れ、パツドの役目を果さ
なくなるばかりでなく、液剤注入時に、袋9内の
空気や液剤中に含まれる空気の排除が極めて困難
であるため、袋9と液剤の硬化物との間や液剤の
硬化物の内部に気泡が残存することになり、間〓
充填部の強度及び耐久性が低い欠点がある。
On the other hand, the structure shown in FIG. 2 uses a flexible bag 9 made of an impermeable polymer film material.
This has the advantage that the liquid agent 11 does not leak from the bag and there is no risk of staining the surrounding area.
Since the pads are not fixed and glued to the roadbed 8, they may shift due to vibrations, etc. and come off, and not only will they no longer function as a pad, but also the air inside the bag 9 or the air contained in the fluid will Since it is extremely difficult to remove, air bubbles remain between the bag 9 and the cured liquid or inside the cured liquid, resulting in a gap between the bag 9 and the cured liquid.
There is a drawback that the strength and durability of the filling part are low.

本発明は上記の欠点を改良するためになされた
ものであつて、構造物の相互間の間〓に通気性、
液浸透性及び可撓性を有する袋を挿通し、この袋
内に接着機能を有する硬化性の液剤を充填し、つ
いでこの液剤を硬化せしめてなる構造物の据付け
部構造を提供するものである。本発明においては
袋として通気性の素材、例えば不織布でつくられ
た袋を用いるので袋内の空気や液剤中に含まれる
空気を容易に排除でき、かつ袋外に液剤を浸透出
させ次いで液剤を硬化させることにより袋を構造
物に接着できると共に、袋外に漏出する液剤の量
を低減できる。また液剤の含浸工程を省いて作業
性を高めるようにしたものである。
The present invention has been made to improve the above-mentioned drawbacks, and has the purpose of improving air permeability between structures.
A structure for installing a structure is provided by inserting a bag having liquid permeability and flexibility, filling the bag with a curable liquid having an adhesive function, and then curing the liquid. . In the present invention, a bag made of a breathable material, such as a non-woven fabric, is used as the bag, so air inside the bag and air contained in the liquid can be easily removed, and the liquid can permeate out of the bag. By curing, the bag can be bonded to the structure, and the amount of liquid agent leaking out of the bag can be reduced. In addition, the process of impregnating the liquid agent is omitted to improve workability.

以下、図面によつて本発明の実施例を詳細に説
明する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

第4図はその第1実施例の要部を断面で示した
正面図で、本発明を装置の据え着けに適用した場
合である。
FIG. 4 is a front view showing a main part of the first embodiment in cross section, and shows the case where the present invention is applied to the installation of a device.

第1実施例は装置13と路盤8間の間〓4に通
気性、液浸透性及び可撓性を有する不織布を素材
とした袋14を挿設し、この袋14内に接着機能
を有する硬化性の液剤16を充填し、次いで液剤
を硬化せしめてなる構造物の据付部構造である。
In the first embodiment, a bag 14 made of a non-woven fabric having breathability, liquid permeability and flexibility is inserted between the device 13 and the roadbed 8, and a hardened bag 14 having an adhesive function is inserted into the bag 14. This is an installation part structure of a structure that is filled with a liquid agent 16 and then hardened.

本発明の袋14の基材としては透水係数(JIS
A1218)が0.005〜0.2cm/秒、好ましくは0.01〜
0.05cm/秒の織布または不織布を用いることがで
き、その材質は、木綿、ジユート、麻、ポリプロ
ピレン、ポリアミドポリエチレンテレフタレー
ト、ポリアクリル等任意に選択できる。
As the base material of the bag 14 of the present invention, the water permeability coefficient (JIS
A1218) is 0.005~0.2cm/sec, preferably 0.01~
A 0.05 cm/sec woven fabric or non-woven fabric can be used, and its material can be arbitrarily selected from cotton, juute, hemp, polypropylene, polyamide polyethylene terephthalate, polyacrylic, and the like.

また、接着機能を有する硬化性液剤16として
はポリウレタン、エポキシ樹脂、不飽和ポリエス
テル樹脂に代表される液状の硬化性樹脂またはこ
れらの液状樹脂と、砂、セメント、石こう、炭酸
カルシウム等の無機骨材との混合物、あるいはポ
ルトランドセメント、フライアツシユセメント、
石こう、ドロマイト等に代表される水硬性セメン
トと無機骨材と水との混合物、またはこれらセメ
ントと無機骨材と熱可塑性樹脂の水性エマルジヨ
ンもしくはゴムラテツクス、例えばSBRラテツ
クス、アクリル系樹脂エマルジヨン、ポリ酢酸ビ
ニルエマルジヨン、スチレン・アクリル酸エステ
ル共重合体エマルジヨン等との混合物を使用する
ことができ、20℃で粘度が30〜100ポイズのもの
を用いるとよい。
Further, as the hardening liquid agent 16 having an adhesive function, liquid hardening resins such as polyurethane, epoxy resin, and unsaturated polyester resin, or these liquid resins, and inorganic aggregates such as sand, cement, plaster, and calcium carbonate are used. mixtures with or portland cement, fly ash cement,
A mixture of hydraulic cement such as gypsum, dolomite, etc., inorganic aggregate, and water, or an aqueous emulsion of these cements, inorganic aggregate, and thermoplastic resin, or rubber latex, such as SBR latex, acrylic resin emulsion, and polyvinyl acetate. Emulsions, mixtures with styrene/acrylic acid ester copolymer emulsions, etc. can be used, and those having a viscosity of 30 to 100 poise at 20°C are preferably used.

30ポイズより低い粘度の液剤では袋14に充填
後、硬化するまでの間の漏出量が多く、かつ最終
的に構造物との接着にむらを生じ易い。また100
ポイズより高い粘度の液剤では液剤中の空気が分
離しにくく、硬化後に残存する気泡により強度及
び耐久性が低下するおそれがある。
A liquid agent with a viscosity lower than 30 poise will leak in a large amount after it is filled into the bag 14 until it hardens, and will likely cause uneven adhesion to the final structure. 100 again
In a liquid with a viscosity higher than Poise, air in the liquid is difficult to separate, and air bubbles remaining after curing may reduce strength and durability.

装置13を据付ける際には第4図示のように路
盤8上に袋14を置き、その上方にジヤツキやラ
イナー等で位置やレベルを調整した装置13を配
置する。しかる後、袋14内にその注入口17よ
り注入ポンプまたは注入ガンを使用し0.1Kg/cm2
以上の圧力で液剤16を袋内一杯に充填する。こ
の際、袋14内の空気や液剤16中に含まれる空
気は袋14の無数の細孔(目)を通つて脱泡され
ると共に液剤16は袋14の無数の細孔を浸透し
て装置13の下面や路盤8の上面に行き渡り、袋
14と装置13及び路盤8との接着を行つて硬化
するものである。
When installing the device 13, the bag 14 is placed on the roadbed 8 as shown in the fourth figure, and the device 13 whose position and level are adjusted using jacks, liners, etc. is placed above it. After that, use an injection pump or injection gun to inject 0.1Kg/cm 2 into the bag 14 through the injection port 17.
The bag is filled with the liquid agent 16 at the above pressure. At this time, the air in the bag 14 and the air contained in the liquid agent 16 are degassed through the countless pores (eyes) of the bag 14, and the liquid agent 16 permeates through the countless pores of the bag 14 to form the device. It spreads over the lower surface of the bag 13 and the upper surface of the roadbed 8, adheres the bag 14, the device 13, and the roadbed 8, and hardens.

第5図は第2実施例を示す斜視図で、本発明を
軌道の据付けに適用した場合である。
FIG. 5 is a perspective view showing a second embodiment, in which the present invention is applied to track installation.

第2実施例はレール1を支えた枕木2と橋梁桁
3との間の間〓4に通気性、液浸透性及び可撓性
を有する袋14を挿設し、この袋14内に接着機
能を有する硬化性の液剤16を充填し、ついで硬
化せしめてなるものである。この場合も上記第1
実施例と同様にしてレール1を支えた枕木2を据
付けることができる。
In the second embodiment, a bag 14 having air permeability, liquid permeability and flexibility is inserted between the sleeper 2 supporting the rail 1 and the bridge girder 3, and the bag 14 has an adhesive function. It is filled with a curable liquid agent 16 having the following properties and then hardened. In this case as well, the first
The sleepers 2 supporting the rails 1 can be installed in the same manner as in the embodiment.

第6図は第3実施例を示す断面図で本発明をト
ンネルのクラツク補修工事に適用したものであ
り、トンネルアーチ18に生じたクラツク4や地
山19の陥没空洞部4に通気性、液浸透性および
可撓性を有する袋14を手で挿設し、この袋内に
接着機能を有する硬化性の液剤16を袋の注入口
17より充填し、次いで液剤16を硬化させてト
ンネルアーチ17と地山18の間〓4を補修した
構造のものである。
FIG. 6 is a cross-sectional view showing a third embodiment, in which the present invention is applied to crack repair work in a tunnel. A permeable and flexible bag 14 is manually inserted, a hardening liquid 16 having an adhesive function is filled into the bag through an injection port 17 of the bag, and the liquid 16 is then hardened to form a tunnel arch 17. This is a structure in which 4 was repaired between 18 and 18.

本発明は、路盤と枕木、或はレールと枕木等の
間の間〓に実施して構造物を所定のレベル位置関
係で一体に接着固定し据付ける場合に用いてもよ
いし、実施例1,2のような水平位置関係にある
構造物相互間の据付けのみならず、実施例3のよ
うに垂直位置関係にある構造物相互間の据付けに
も適用できる。また、袋14と一方の構造物のみ
を接着すれば良い場合は、シーラー等により袋1
4の上面または下面を不透過処理してもよい。
The present invention may be applied between a roadbed and sleepers, or between a rail and sleepers, etc., and used when structures are adhesively fixed and installed together in a predetermined level positional relationship. , 2, but also can be applied to installation between structures that are vertically positioned, as in Embodiment 3. In addition, if it is only necessary to glue the bag 14 and one structure, use a sealer etc.
The upper or lower surface of 4 may be subjected to an opaque treatment.

特に構造物に接しない側の袋14の面(実施例
1と2の場合には袋14の両側面)を不透過処理
すれば、構造物に接しない側への液剤16の不必
要な滲出を防止することができ、漏出による液剤
の無駄と周囲の汚損を回避することができる。
In particular, if the surface of the bag 14 that does not come into contact with the structure (both sides of the bag 14 in the case of Examples 1 and 2) is treated to make it impermeable, unnecessary leakage of the liquid agent 16 to the side that does not come into contact with the structure can be avoided. It is possible to prevent waste of liquid and contamination of the surrounding area due to leakage.

なお、上記説明では施工現場で液剤の注入を行
う場合を記述したが、その硬化時間を設計し、現
場工場であらかじめ袋14内に注入しておき、現
場で挿入するようにしてもよい。また、溶剤の硬
化は硬化剤を利用した硬化でも、加熱硬化でもよ
いが、常温硬化できる液剤の方が施工面から好ま
しい。
Although the above explanation describes the case where the liquid agent is injected at the construction site, it is also possible to design the curing time, inject it into the bag 14 in advance at the on-site factory, and then insert it at the site. Further, the solvent may be cured by using a curing agent or by heating, but a liquid agent that can be cured at room temperature is preferable from the viewpoint of construction.

上述の説明より明らかなように本発明によれ
ば、構造物の相互間の間〓に通気性、液浸透性及
び可撓性を有する袋を挿設し、この袋内に接着機
能を有する硬化性の液剤を充填し、次いで硬化せ
しめてなるので、 袋の通気性により液剤注入時に袋内の空気や
液剤中に含まれる空気を容易に排除でき、気泡
の残存による間〓充填物の強度及び耐久性の低
下を回避できる。
As is clear from the above description, according to the present invention, a bag having air permeability, liquid permeability and flexibility is inserted between the structures, and a hardened bag having an adhesive function is inserted into the bag. The air inside the bag and the air contained in the liquid can be easily removed when the liquid is injected due to the air permeability of the bag. Decrease in durability can be avoided.

袋の浸透性により液剤を袋外に浸透させて袋
を構造物に確実に接着でき、振動等による位置
ずれを防止して常にパツドの役目を果させるこ
とができる。
The permeability of the bag allows the liquid to permeate outside the bag, allowing the bag to be reliably adhered to a structure, preventing displacement due to vibrations, etc., and allowing the bag to always function as a pad.

袋は浸透性であるが透過性ではないので、袋
外に漏出して無駄になる液剤量を低減でき、経
済性の向上と周囲の汚損度の軽減を図ることが
できる。
Since the bag is permeable but not permeable, the amount of liquid that leaks out of the bag and is wasted can be reduced, improving economic efficiency and reducing the degree of contamination of the surrounding area.

袋内に液剤を直接注入する方式なので含浸方
式に比べて作業性を改善することができる。
Since this method directly injects the liquid into the bag, work efficiency can be improved compared to the impregnation method.

等の利点を有する。It has the following advantages.

〔実施例〕〔Example〕

厚さが2mmで透水係数が0.03cm/秒ポリプロピ
レン製不織布を用いて縦200mm、横200mmの袋を作
り、この袋の注入口に内径5mmφの注入ノズルを
取りつけ該袋をコンクリートと型鋼間の間〓(間
〓長10mm)に装填し、注入ポンプを用いて常温硬
化型のポリウレタン接着剤を袋に2Kg/cm2の圧力
で注入を行つた。
A bag with a length of 200 mm and a width of 200 mm is made using a polypropylene non-woven fabric with a thickness of 2 mm and a water permeability coefficient of 0.03 cm/sec, and an injection nozzle with an inner diameter of 5 mmφ is attached to the injection port of this bag, and the bag is inserted between the concrete and the mold steel. (distance = length 10 mm), and room temperature curing polyurethane adhesive was injected into the bag at a pressure of 2 kg/cm 2 using an injection pump.

この接着剤が完全硬化した後にコンクリートと
充填層間の接着強度を測定したところ、コンクリ
ート部材側で破壊した。その強度は20Kg/cm2であ
つた。
When the adhesive strength between the concrete and the filling layer was measured after the adhesive was completely cured, it was found that the adhesive broke on the concrete member side. Its strength was 20Kg/cm 2 .

なお、充填後、硬化したポリウレタン中の気泡
率は0.1%以下(比重法による)であつた。
Note that, after filling, the bubble rate in the cured polyurethane was 0.1% or less (according to the specific gravity method).

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の第1例を示す斜視図、第2図は
従来の第2例を示す正断面図、第3図は従来の第
3例を示す正面図、第4図は本発明の第1実施例
の要部を断面で示した正面図、第5図は本発明の
第2実施例を示す斜視図、第6図は本発明の第3
実施例を示す断面図である。 1……レール、2……枕木、3……橋梁桁、4
……間〓、8……路盤、13……装置、14……
袋、16……液剤、17……注入口、18……ト
ンネルアーチ、19……地山。
FIG. 1 is a perspective view showing a first conventional example, FIG. 2 is a front sectional view showing a second conventional example, FIG. 3 is a front view showing a third conventional example, and FIG. 4 is a front view showing a third conventional example. FIG. 5 is a front view showing the main part of the first embodiment in cross section, FIG. 5 is a perspective view showing the second embodiment of the present invention, and FIG.
It is a sectional view showing an example. 1...Rail, 2...Sleeper, 3...Bridge girder, 4
... Between, 8... Roadbed, 13... Equipment, 14...
Bag, 16...Liquid, 17...Inlet, 18...Tunnel arch, 19...Ground.

Claims (1)

【特許請求の範囲】[Claims] 1 構造物の相互間の間〓に通気性、液浸透性及
び可撓性を有する袋を挿設し、この袋内に接着性
機能を有する硬化性の液状樹脂またはセメントを
充填し、次いでこの樹脂またはセメントを硬化せ
しめてなる構造物の据付け部構造。
1. A bag with air permeability, liquid permeability, and flexibility is inserted between the structures, and a hardening liquid resin or cement with adhesive function is filled in this bag, and then this The installation part structure of a structure made of hardened resin or cement.
JP58074704A 1983-04-26 1983-04-26 Structure of anchor part of structure Granted JPS59199902A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58074704A JPS59199902A (en) 1983-04-26 1983-04-26 Structure of anchor part of structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58074704A JPS59199902A (en) 1983-04-26 1983-04-26 Structure of anchor part of structure

Publications (2)

Publication Number Publication Date
JPS59199902A JPS59199902A (en) 1984-11-13
JPH0261568B2 true JPH0261568B2 (en) 1990-12-20

Family

ID=13554879

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58074704A Granted JPS59199902A (en) 1983-04-26 1983-04-26 Structure of anchor part of structure

Country Status (1)

Country Link
JP (1) JPS59199902A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7291500B2 (en) * 2018-08-02 2023-06-15 フジモリ産業株式会社 Filling material and filling method for constructing civil engineering structures
JP7203619B2 (en) * 2019-01-29 2023-01-13 中国塗料株式会社 Encrusted layer forming bag and entrained layer forming method

Also Published As

Publication number Publication date
JPS59199902A (en) 1984-11-13

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