JP2530569B2 - Water stop method in joint - Google Patents

Water stop method in joint

Info

Publication number
JP2530569B2
JP2530569B2 JP1570194A JP1570194A JP2530569B2 JP 2530569 B2 JP2530569 B2 JP 2530569B2 JP 1570194 A JP1570194 A JP 1570194A JP 1570194 A JP1570194 A JP 1570194A JP 2530569 B2 JP2530569 B2 JP 2530569B2
Authority
JP
Japan
Prior art keywords
bridge
joint
water blocking
blocking material
water
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
Application number
JP1570194A
Other languages
Japanese (ja)
Other versions
JPH07207623A (en
Inventor
芳夫 上田
広 田坂
幸朗 藤田
広 横山
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.)
HANSHIN KOSOKU DORO KODAN
SHOOBONDO KENSETSU KK
Original Assignee
HANSHIN KOSOKU DORO KODAN
SHOOBONDO KENSETSU KK
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 HANSHIN KOSOKU DORO KODAN, SHOOBONDO KENSETSU KK filed Critical HANSHIN KOSOKU DORO KODAN
Priority to JP1570194A priority Critical patent/JP2530569B2/en
Publication of JPH07207623A publication Critical patent/JPH07207623A/en
Application granted granted Critical
Publication of JP2530569B2 publication Critical patent/JP2530569B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、橋梁構造物の目地部の
止水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of stopping water at joints of a bridge structure.

【0002】[0002]

【従来の技術】橋梁構造物は、温度変化や荷重に対し
て、目地を設けることによりその変形を吸収して、構造
の安定を保つように設計されている。橋梁構造物の目地
部の処理方法としては、通常は、目地部に非排水型の伸
縮継手装置を設置することによって防水も併せ行ってき
た。しかしながら、この種の伸縮継手装置は、通常1.
8m程度の長さのシールゴムを橋梁幅員方向へ数本を連
続して設置する。そのために継目が生じ、その部分が弱
点となり、目地下への漏水が多く発生している。
2. Description of the Related Art A bridge structure is designed so as to absorb the deformation of the bridge structure by providing joints against changes in temperature and load, and to maintain the stability of the structure. As a method of treating joints of bridge structures, water proofing has also been performed by installing a non-drainage expansion joint device in the joints. However, this type of expansion joint device usually has 1.
Several rubber seals with a length of about 8 m are installed continuously in the width direction of the bridge. As a result, a seam is formed, and that part becomes a weak point, and many water leaks to the basement.

【0003】漏水が発生した場合に問題となるのが、支
承の腐食である。支承が腐食により機能を失うと桁構造
に悪影響を及ぼし、大きな損傷に至る危険性もある。ま
た、都市高架橋では、目地からの漏水が橋脚表面を汚す
ため美観上も好ましくない。したがって、目地部分を完
全に防水できれば、橋梁の耐久性ばかりでなく景観対策
としても有効である。
When water leakage occurs, a problem is the corrosion of the bearing. If the bearing loses its function due to corrosion, it may adversely affect the girder structure and cause serious damage. Also, in urban viaducts, water leakage from joints pollutes the surface of the pier, which is unfavorable in terms of appearance. Therefore, if the joints can be completely waterproofed, it is effective not only for the durability of the bridge but also for the landscape.

【0004】先に述べた目地部に非排水型の伸縮継手装
置を設置する方法は、目地部の処理方法として代表的な
ものであって、これを図7に具体的に示すと、目地12
を挟んで対向する橋体11の端部の切り欠き部15に伸
縮継手装置13が橋梁幅員方向にアンカー14を介して
連続して数本設置される。
The above-described method of installing a non-drainage type expansion joint device at a joint is a typical method for treating the joint, and when this is concretely shown in FIG.
Several expansion joint devices 13 are continuously installed in the notch 15 at the end of the bridge 11 facing each other with the anchor 14 in between in the bridge width direction via the anchor 14.

【0005】この場合、伸縮継手装置が橋梁の伸縮に追
従する効果と止水効果を兼ね備えるが、橋梁幅員方向に
連続して複数設置される伸縮継手装置13と伸縮継手装
置13の継目からの漏水が多く見られる。中小橋梁の場
合には、目地部の幅が約5cm程度と狭いこともあり、
この対策として無処理がほとんどであり、まれに目地の
最上部付近にシール材16を充填する程度である。
In this case, the expansion joint device has both the effect of following expansion and contraction of the bridge and the water stop effect, but a plurality of expansion joint devices 13 continuously installed in the width direction of the bridge and water leakage from the joint of the expansion joint device 13 Are often seen. In the case of small and medium bridges, the joint width may be as narrow as approximately 5 cm,
As a countermeasure against this, almost no treatment is performed, and rarely, the sealing material 16 is filled near the uppermost portion of the joint.

【0006】また、地覆や中央分離帯がある場合には、
図8及び図9に見られるように、その目地部にシール材
17を充填することによって防水対策を行っている。し
かしながら、この方法は、伸縮継手装置13との連続性
がなく、継目が生じることにより、その部分が防水構造
上の弱点となり、漏水に至る場合が多い。
If there is a ground cover or a median strip,
As shown in FIGS. 8 and 9, a waterproof measure is taken by filling the joint portion with the sealing material 17. However, this method does not have continuity with the expansion joint device 13, and when a seam occurs, that portion becomes a weak point in the waterproof structure, and water leakage often occurs.

【0007】そこで、これらの対策として、伸縮継手装
置の防水性向上について、種々の改良が行われている
が、伸縮継手装置は、輪荷重を直接支持する部材であっ
て、過酷な条件下にあることから防水性強化にも限界が
ある。
Therefore, various measures have been taken to improve the waterproofness of the expansion joint device as a countermeasure against these problems. However, the expansion joint device is a member for directly supporting a wheel load, and is used under severe conditions. Because of this, there is a limit to strengthening waterproofness.

【0008】[0008]

【発明が解決しようとする課題】そこで、本発明では、
橋梁構造物の目地部への伸縮継手装置からの漏水という
課題を目地内で対処して解決しようとするものである。
Therefore, according to the present invention,
The problem of water leakage from the expansion joint device to the joint of the bridge structure is addressed and solved within the joint.

【0009】[0009]

【課題を解決するための手段】本発明において、上記の
課題は、両側面を接着面とし、接着面に接着材を備える
とともに一端に紐状体を取り付けた剥離フィルムを貼着
した目地幅よりも幅広の略小判型断面筒状の弾性体の止
水材を圧縮状態にして、対向する橋体端部間の目地内の
所定の箇所に、該止水材の橋梁幅員方向に挿通したワイ
ヤーを用いて引き込んで位置させ、紐状体を引っ張るこ
とにより剥離フィルムを除去した後、圧縮状態を解除
し、該止水材の内部に空気を充填して膨脹圧力により接
着面を橋体端面に圧接して接着固定するという手段によ
り解決する。
According to the present invention, the above-mentioned problem is solved from the joint width by sticking a release film having both side surfaces as adhesive surfaces, an adhesive material on the adhesive surfaces and a string-shaped body attached at one end. A wire that is inserted in the width direction of the bridge of the waterproof material at a predetermined position in the joint between the opposite ends of the bridge in a compressed state. After removing the release film by pulling the string-shaped body by pulling the string-shaped body, the compressed state is released, the inside of the water-stopping material is filled with air, and the adhesive surface is expanded to the bridge end surface by the expansion pressure. The problem is solved by means of pressure contact and adhesive fixing.

【0010】[0010]

【作用】対向する橋体端部間の目地内の所定の箇所に位
置する圧縮状態の略小判型断面筒状のゴム製の止水材
は、圧縮前は目地幅よりも幅広であり、圧縮状態を解除
することにより復元し、接着材を介して橋体端面に接着
面が圧接して接着して目地内に固定される。
[Function] The rubber waterproof material having a substantially oval cross-section in a compressed state, which is located at a predetermined position in the joint between the opposite ends of the bridge, is wider than the joint width before the compression. The state is restored by releasing the state, and the adhesive surface is pressure-bonded to the end surface of the bridge body through the adhesive material and adheres to the bridge body to be fixed in the joint.

【0011】また、該止水材に空気を充填することによ
り、膨脹圧力が生じ橋体端面との固着はさらに強固とな
る。
Further, when the water blocking material is filled with air, an expansion pressure is generated and the fixation to the end face of the bridge is further strengthened.

【0012】さらに、該止水材の接着面に端部に紐状体
を取り付けた剥離フィルムを貼着したので、該止水材を
対向する橋体端面の目地内に位置させる時、接着面の接
着材が途中の端面に接触して損傷するのを防止できる。
この剥離フィルムは、圧縮状態を解除する直前に紐状体
を引っ張ることにより取り除く。
Further, since a release film having a string-like body attached to the end is attached to the adhesive surface of the water blocking material, when the water blocking material is positioned in the joint of the end surface of the opposing bridge, the adhesive surface It is possible to prevent the adhesive from contacting the end face in the middle and being damaged.
The release film is removed by pulling the string-like body immediately before releasing the compressed state.

【0013】[0013]

【実施例】つぎに、本発明の実施例を図1乃至図6に基
いて説明する。図1は本発明の実施例を示す断面図、図
2は橋体端面への接着面に剥離フィルムが貼着される前
の止水材の実施例を示す斜視図、図3は橋体端面への接
着面に剥離フィルムが貼着されている止水材の実施例を
示す斜視図、図4は止水材から剥離フィルムを除去する
実施例の斜視図、図5、図6は目地部に止水材を設置す
る手順の実施例を示すもので、対向する橋体の一方を省
略した橋梁幅員方向概略図である。図面において、1は
止水材、2はワイヤー、3は接着材、4は剥離フィル
ム、5は紐状体である。
EXAMPLE An example of the present invention will be described below with reference to FIGS. FIG. 1 is a cross-sectional view showing an embodiment of the present invention, FIG. 2 is a perspective view showing an embodiment of a water blocking material before a release film is attached to an adhesion surface to the bridge end surface, and FIG. 3 is a bridge end surface. FIG. 4 is a perspective view showing an embodiment of a water blocking material in which a release film is adhered to the adhesive surface to the substrate, FIG. 4 is a perspective view of an example of removing the release film from the water blocking material, and FIGS. It is an example of the procedure of installing a waterproofing material in, and is a bridge width direction schematic diagram which abbreviate | omitted one of the opposing bridge bodies. In the drawings, 1 is a waterproof material, 2 is a wire, 3 is an adhesive material, 4 is a release film, and 5 is a string-like body.

【0014】止水材1は図2及び図3に示すように、ゴ
ム等の弾性体にして目地幅よりもやや幅広で橋梁幅員方
向に延長する略小判型断面筒状をし、内部の橋梁幅員方
向にワイヤー2が挿通され、両端を閉塞面1aとし、両
側面を橋体端面への接着面1bとし、接着面1bには接
着材3が備えられ、この上に端部に紐5を取り付けた剥
離フィルムが貼着されてなっている。1cは空気の出入
孔である。
As shown in FIGS. 2 and 3, the water blocking member 1 is made of an elastic material such as rubber and has a substantially oval cross-section tubular shape that is slightly wider than the joint width and extends in the bridge width direction. A wire 2 is inserted in the width direction, both ends are closed surfaces 1a, both side surfaces are bonded surfaces 1b to the bridge end surface, and an adhesive material 3 is provided on the bonded surface 1b. The attached release film is attached. Reference numeral 1c is an air inlet / outlet hole.

【0015】この実施例において、止水材1は天然ゴム
の耐圧ホースを使用し、接着材はブチルゴムを使用した
が、これに限定されるものでないこともちろんである。
また、ワイヤー2は種々の物が使用できるが、耐久性の
点から防錆性材料が有利であり、止水材1を直線状に保
持するためにワイヤー2に張力をかける場合があるの
で、PC鋼線が有利である。この実施例ではステンレス
のPC鋼より線を使用した。
In this embodiment, the pressure-resistant hose made of natural rubber was used as the water blocking material 1 and butyl rubber was used as the adhesive material, but it goes without saying that the material is not limited to this.
Although various materials can be used for the wire 2, a rust preventive material is advantageous from the viewpoint of durability, and the wire 2 may be tensioned in order to hold the water blocking material 1 in a straight line. PC steel wire is advantageous. In this example, stainless PC stranded wire was used.

【0016】このようにしてなる止水材1は、図1、図
5、図6に示すように、対向する橋体11の端部間の目
地12に設置される。13は橋体11の端部の切り欠き
部15にアンカー14を介して設置された伸縮継手装置
である。まず、図5に示すようにワイヤー2が挿通され
ている止水材1を対向する橋体11の端部間の目地12
の橋梁幅員方向に沿って桁下部に仮置したのち止水材1
を圧縮状態とする。予め止水材1を圧縮しておいてよい
ことはもちろんである。この実施例では、止水材1の圧
縮は、止水材1に設けた空気出入孔1cを介して真空ポ
ンプを利用して内部を減圧することにより行い、減圧
後、空気出入孔1cを閉じる。
As shown in FIGS. 1, 5 and 6, the water blocking material 1 thus formed is installed in the joints 12 between the ends of the opposing bridge bodies 11. Reference numeral 13 denotes an expansion joint device installed in the cutout portion 15 at the end of the bridge body 11 via the anchor 14. First, as shown in FIG. 5, the joint 12 between the ends of the bridge body 11 facing the water blocking material 1 through which the wire 2 is inserted.
Water-stopping material 1 after temporary placement at the bottom of the girder along the bridge width direction
To the compressed state. Of course, the water blocking material 1 may be compressed in advance. In this embodiment, the water blocking material 1 is compressed by decompressing the inside of the water blocking material 1 using a vacuum pump through the air inflow / outflow hole 1c provided in the water blocking material 1. After depressurization, the air inflow / outflow hole 1c is closed. .

【0017】ついで、図6に示すようにワイヤー2を用
いて上方に吊り込み、所定の箇所に位置させる。必要に
より支保材20を併用する。止水材1が所定の箇所に位
置したら、図4に示すように剥離フィルム4の端部に取
り付けた紐を他端の端部方向へ引っ張り除去する。この
後、止水材1の空気出入孔1cを開け、止水材1の内部
の減圧を解除し、止水材1の圧縮状態を解除し、空気出
入孔1cより止水材1の内部に圧縮空気を充填する。
Then, as shown in FIG. 6, the wire 2 is used to hang it up and position it at a predetermined position. The support material 20 is used together if necessary. When the water blocking material 1 is located at a predetermined position, the string attached to the end of the release film 4 is pulled toward the other end as shown in FIG. After that, the air inlet / outlet hole 1c of the water blocking material 1 is opened, the decompression inside the water blocking material 1 is released, the compressed state of the water blocking material 1 is released, and the inside of the water blocking material 1 is inserted from the air inlet / outlet hole 1c. Fill with compressed air.

【0018】圧縮状態を解除すると、止水材1は、元に
復元し、さらに充填した空気の膨脹圧力により図1に示
すように目地12を挟んで対向する橋体11の端面に接
着面1bが圧接されて接着固定される。接着面1bの橋
体端面への接着固定後は圧力を大気に戻す。
When the compressed state is released, the water blocking material 1 is restored to its original state, and the expansion pressure of the filled air causes the adhesive surface 1b to adhere to the end surfaces of the bridge body 11 which face each other across the joint 12 as shown in FIG. Are pressed and bonded and fixed. After adhering and fixing the adhering surface 1b to the end face of the bridge body, the pressure is returned to the atmosphere.

【0019】かくして、対向する橋体11の端部間の目
地12内に止水構造が形成されて、目地12上方に設置
されている伸縮継手装置13の継目等からの漏水を目地
12内で止水する。
In this way, a water-stop structure is formed in the joint 12 between the ends of the opposite bridges 11, and water leakage from the joints of the expansion joint device 13 installed above the joint 12 is prevented in the joint 12. Stop water.

【0020】止水材1中に挿通されているワイヤー2
は、止水材1中に残しておいてもよく、また、除去して
もよい。ワイヤー2の両端を橋梁の側部等に固定して残
しておくと止水材1の固定をより耐久的にすることがで
きる。
The wire 2 inserted through the water blocking material 1.
May be left in the water blocking material 1 or may be removed. If both ends of the wire 2 are fixed and left on the sides of the bridge, etc., the waterproofing material 1 can be fixed more durable.

【0021】[0021]

【発明の効果】本発明は上述のようにしてなるので、つ
ぎの効果を有する。対向する橋体端部間の目地内の所定
の箇所に位置する圧縮状態の筒状の弾性体の止水材は、
圧縮前は目地幅よりも幅広であり、圧縮状態を解除する
ことによる復元力及び空気を充填することによる膨脹圧
力により、接着材を介して橋体端面に接着面が圧接して
接着して目地内に固定されるので、上方に設置されてい
る伸縮継手装置の継目等からの漏水を目地内で止水する
ことができる。
As described above, the present invention has the following effects. The water blocking material of the cylindrical elastic body in a compressed state located at a predetermined position in the joint between the opposite ends of the bridge body,
Before compression, it is wider than the joint width, and due to the restoring force by releasing the compressed state and the expanding pressure by filling with air, the adhesive surface is pressure-bonded to the end face of the bridge body through the adhesive and is bonded. Since it is fixed in the ground, it is possible to stop water leakage from the joint or the like of the expansion joint device installed above in the joint.

【0022】また、止水材は圧縮状態で、ワイヤーが挿
通されて、対向する橋体間の目地内に引き込まれるの
で、止水材を狭い目地内でも容易に位置させることがで
き、さらには、止水材は、圧縮状態で目地内に引き込ま
れるので、引き込み時に止水材の接着面が橋体の端面に
接触するのを少なくすることができる。
In addition, since the water blocking material is compressed and a wire is inserted and drawn into the joint between the opposite bridges, the water blocking material can be easily positioned even in a narrow joint, and further, Since the water blocking material is drawn into the joint in a compressed state, it is possible to reduce the contact of the adhesive surface of the water blocking material with the end surface of the bridge during the drawing.

【0023】さらに、止水材の接着面の接着材の上か
ら、端部に紐状体を取り付けた剥離フィルムを貼着した
ので、止水材を対向する橋体端面の目地内に位置させる
時、引き込み時に接着面が途中で橋体端面に接触しても
接着材の損傷を防止することができる。
Further, since the release film having the string-shaped body attached to the end is adhered from above the adhesive on the adhesive surface of the water blocking material, the water blocking material is positioned in the joint of the end surface of the opposite bridge body. Even when the adhesive surface comes into contact with the end face of the bridge halfway during pulling in, damage to the adhesive material can be prevented.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例を示す断面図。FIG. 1 is a sectional view showing an embodiment of the present invention.

【図2】接着面に剥離フィルムが貼着される前の止水材
の実施例を示す斜視図。
FIG. 2 is a perspective view showing an embodiment of a water blocking material before a release film is attached to an adhesive surface.

【図3】接着面に剥離フィルムが貼着されている止水材
の実施例を示す斜視図。
FIG. 3 is a perspective view showing an example of a water blocking material in which a release film is attached to an adhesive surface.

【図4】止水材から剥離フィルムを除去する実施例を示
す斜視図。
FIG. 4 is a perspective view showing an example of removing a release film from a water blocking material.

【図5】目地部に止水材を設置する手順の実施例を示す
もので、対向する橋体の一方を省略した橋梁幅員方向概
略図。
FIG. 5 is a schematic view of the width direction of the bridge showing an embodiment of the procedure for installing the waterproofing material in the joint portion, in which one of the opposing bridge bodies is omitted.

【図6】目地部に止水材を設置するつぎの手順の実施例
を示すもので、対向する橋体の一方を省略した橋梁幅員
方向概略図。
[Fig. 6] Fig. 6 is a bridge width direction schematic view showing an embodiment of the next procedure for installing a water blocking material in a joint portion, in which one of the opposing bridge bodies is omitted.

【図7】従来の目地部の止水方法を示す断面図。FIG. 7 is a cross-sectional view showing a conventional method of stopping water at joints.

【図8】従来の地覆部の止水方法を示す断面図。FIG. 8 is a cross-sectional view showing a conventional water blocking method for the ground covering portion.

【図9】従来の中央分離帯の止水方法を示す断面図。FIG. 9 is a cross-sectional view showing a conventional method of stopping water in a median strip.

【符号の説明】[Explanation of symbols]

1 止水材 1a 閉塞面 1b 接着面 1c 空気出入孔 2 ワイヤー 3 接着材 4 剥離フィルム 5 紐状体 11 橋体 12 目地 13 伸縮継手装置 14 アンカー 15 切り欠き 16 シール材 DESCRIPTION OF SYMBOLS 1 Water stop material 1a Closure surface 1b Adhesive surface 1c Air inlet / outlet hole 2 Wire 3 Adhesive material 4 Release film 5 String body 11 Bridge body 12 Joint 13 Expansion joint device 14 Anchor 15 Notch 16 Sealing material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 横山 広 大阪府東大阪市日下町3−4−18 (56)参考文献 実開 昭48−112111(JP,U) 特公 平2−35082(JP,B2) 実公 平1−31607(JP,Y2) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Yokoyama 3-4-18 Kusakamachi, Higashi-Osaka City, Osaka Prefecture (56) References , B2) Actual Kohei 1-311607 (JP, Y2)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 対向する橋体端部間の目地内の所定の箇
所に、両側面を対向する橋体端面への接着面とし、接着
面に接着材を備えるとともに一端に紐状体を取り付けた
剥離フィルムを貼着した目地幅よりも幅広の略小判型断
面筒状の弾性体の止水材を圧縮状態にして、該止水材の
橋梁幅員方向に挿通したワイヤーを用いて引き込んで位
置させ、紐状体を引っ張ることにより剥離フィルムを除
去した後、圧縮状態を解除し、該止水材の内部に空気を
充填して膨脹圧力により接着面を橋体端面に圧接して接
着固定することにより止水することを特徴とする目地内
止水方法。
1. At a predetermined position in a joint between opposing ends of a bridge body, both side surfaces are used as adhesive surfaces to the opposing bridge body end surfaces, an adhesive material is provided on the adhesive surfaces, and a string-like body is attached to one end. The water blocking material of the elastic body having a substantially oval cross section wider than the joint width to which the release film is attached is compressed, and the wire is pulled in with the wire inserted in the width direction of the bridge. Then, after removing the peeling film by pulling the string-like body, the compressed state is released, the inside of the water blocking material is filled with air, and the bonding surface is pressure-bonded to the end surface of the bridge body by expansion pressure to bond and fix it. A method of stopping water in a joint, which is characterized by stopping water by doing so.
JP1570194A 1994-01-17 1994-01-17 Water stop method in joint Expired - Fee Related JP2530569B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1570194A JP2530569B2 (en) 1994-01-17 1994-01-17 Water stop method in joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1570194A JP2530569B2 (en) 1994-01-17 1994-01-17 Water stop method in joint

Publications (2)

Publication Number Publication Date
JPH07207623A JPH07207623A (en) 1995-08-08
JP2530569B2 true JP2530569B2 (en) 1996-09-04

Family

ID=11896080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1570194A Expired - Fee Related JP2530569B2 (en) 1994-01-17 1994-01-17 Water stop method in joint

Country Status (1)

Country Link
JP (1) JP2530569B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008069596A (en) * 2006-09-15 2008-03-27 Kyoryo Maintenance:Kk Method of repairing leakage at expansion device of bridge
JP6378043B2 (en) * 2014-10-30 2018-08-22 タイガースポリマー株式会社 Construction method for filling materials for bridge joints

Also Published As

Publication number Publication date
JPH07207623A (en) 1995-08-08

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