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JPH063006B2 - Filling material for joint material for embankment block - Google Patents
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JPH063006B2 - Filling material for joint material for embankment block - Google Patents

Filling material for joint material for embankment block

Info

Publication number
JPH063006B2
JPH063006B2 JP22038585A JP22038585A JPH063006B2 JP H063006 B2 JPH063006 B2 JP H063006B2 JP 22038585 A JP22038585 A JP 22038585A JP 22038585 A JP22038585 A JP 22038585A JP H063006 B2 JPH063006 B2 JP H063006B2
Authority
JP
Japan
Prior art keywords
filling member
joint
hollow body
water
joint material
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
JP22038585A
Other languages
Japanese (ja)
Other versions
JPS6282109A (en
Inventor
敏 田籠
久也 潤田
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP22038585A priority Critical patent/JPH063006B2/en
Publication of JPS6282109A publication Critical patent/JPS6282109A/en
Publication of JPH063006B2 publication Critical patent/JPH063006B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、築堤のために基礎上に設置した複数のブロッ
ク相互の間隔部を縦方向に添って密封する目地材に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint material that vertically seals a space between a plurality of blocks installed on a foundation for embankment.

従来技術およびその問題点 重力式の護岸壁、防波堤、防油堤を築造するに当たり、
基礎上に配列、設置したケーソン、セルラーブロック等
のブロック相互間間隔部(目地部)を、密封手段によっ
て塞がなければ、その部分を通じて壁堤背後の土砂、あ
るいは油等が漏出することになる。
Prior art and its problems When constructing gravity-type revetment walls, breakwaters, and oil breakwaters,
If the space between the blocks (joint) such as caisson and cellular blocks arranged and installed on the foundation is not closed by sealing means, the sand or oil behind the wall dike will leak through that part. .

従来、目地材としては、可撓性材料(例、ゴム、合成樹
脂)製中空体の内部に加水砂、水中コンクリート、ある
いはアスファルト等を充填したものを使用している。
Conventionally, as a joint material, a hollow body made of a flexible material (eg, rubber, synthetic resin) filled with water sand, underwater concrete, or asphalt is used.

ところが、中空体の内部に充填された加水砂、水中コン
クリート、アスファルト等は、圧縮弾性変形された状態
にある訳ではないため、設置後隣接ブロック相互の位置
がずれ、目地間隔が広がった場合に、目地材が膨張、追
従することはなく、ブロック相互間の密封性が損なわれ
る。
However, since the molten sand, underwater concrete, asphalt, etc. filled in the hollow body are not in a state of being compressed and elastically deformed, if the positions of adjacent blocks are misaligned after installation and the joint space widens. The joint material does not expand or follow, and the sealing property between the blocks is impaired.

この欠点を解消するために、水膨潤性ゴムを用い、該水
膨潤性ゴムを可撓性材料製中空体内に水と共に挿入し、
水膨潤性ゴムの膨張圧を利用して可撓性材料製中空体を
脹らませることにより、両ブロックの壁面に押し付け、
もって目地部を密封する手法が提案された。
In order to solve this drawback, a water-swellable rubber is used, and the water-swellable rubber is inserted into a hollow body made of a flexible material together with water,
By expanding the hollow body made of flexible material using the expansion pressure of water-swellable rubber, it is pressed against the wall surfaces of both blocks,
Therefore, a method of sealing the joint was proposed.

該手法で使用される水膨潤性ゴムは、断面矩形の長尺厚
肉体、あるいは円柱状体であって、周壁に多数の開口を
有する導水管が、その内部、全長に亘って埋設されてお
り、導水管の剛性が大きいため、水膨潤性ゴムを折り畳
む(折曲、あるいは渦巻き状の彎曲を指す)ことができ
ない。それ故、水膨潤性ゴムの長さが大きければ、その
運搬が難しいだけでなく、可撓性材料製中空体の内部に
該水膨潤性ゴムを挿入する際、クレーン等の大型設備を
使用するか、あるいは分割体として形成し、継手を併用
して分割体を接続しながら挿入を行う等、取扱い性が悪
く、施工が煩雑であって、工事費が高価となる。
The water-swellable rubber used in the method is a long-walled thick body having a rectangular cross section or a columnar body, and a water conduit having a large number of openings in its peripheral wall is embedded inside and over the entire length. Since the water conduit has a high rigidity, the water swelling rubber cannot be folded (pointing to a fold or a spiral curve). Therefore, if the length of the water-swellable rubber is large, it is difficult to carry it, and when inserting the water-swellable rubber into the hollow body made of a flexible material, a large facility such as a crane is used. Alternatively, it is formed as a divided body and is inserted while connecting the divided bodies together with a joint, resulting in poor handleability, complicated construction, and high construction cost.

問題点を解決するための手段 本発明の目的は、その運搬、施工が容易で、目地間隔の
変化に追従し得る築堤ブロック用目地材の充填部材を提
供する点にある。
Means for Solving the Problems An object of the present invention is to provide a filling member for a joint material for embankment blocks, which can be easily transported and constructed and can follow changes in joint spacing.

この目的は、下端を閉じた可撓性材料製中空体内に挿入
され、該中空体と共に目地材を形成する充填部材を水膨
潤性ゴムで形成し、その厚さに比して幅が大きく、折り
畳み可能な板状体になすとともに、挿入側の端部に剛性
板を埋設することによって達成される。
The purpose is to be inserted into a hollow body made of a flexible material having a closed lower end, and a filling member that forms a joint material together with the hollow body is formed of water-swelling rubber, and has a width larger than its thickness, This is achieved by forming a foldable plate-like body and embedding a rigid plate at the end on the insertion side.

実施例 以下、第1図ないし第6図に示した本発明の一実施例に
ついて説明する。
EXAMPLE An example of the present invention shown in FIGS. 1 to 6 will be described below.

第1図は、水を化学的に吸収して膨張する特性を有する
公知の水膨潤性ゴムで形成された充填部材10を、一部省
略斜視図として示しており、該充填部材10は、その厚さ
tに比して幅wが十分大きく、長さlが幅wの数十倍で
あって厚さtは全長に亘って一定であり、かつ幅wは下
端に比して上端が大きくなる様に次第に変化している。
また、充填部材10の下端部には、該部分に剛性を与える
ための剛性板12(鋼板または樹脂板)が埋設されてい
る。
FIG. 1 shows, as a partially omitted perspective view, a filling member 10 formed of a known water-swelling rubber having a characteristic of chemically absorbing water and expanding. The width w is sufficiently larger than the thickness t, the length l is several tens of times the width w, the thickness t is constant over the entire length, and the width w is larger at the upper end than at the lower end. Is gradually changing to become.
A rigid plate 12 (steel plate or resin plate) for giving rigidity to the portion is embedded in the lower end of the filling member 10.

充填部材10は、これを容易に折曲することができ、運搬
に際しては、第2図図示の様に、剛性板12部を中心とし
て渦巻き状に折り畳まれる。
The filling member 10 can be easily bent, and during transportation, it is spirally folded around the rigid plate 12 as shown in FIG.

また、第3図は、可撓性材料(ゴム、または軟質樹脂)
製中空体14を、省略斜視図として示しており、該中空体
14は、有底袋状体であって、その内壁部16を拡開せしめ
ることによって、充填部材10を完全に挿入することが可
能な寸法になされ、かつ閉じた状態における幅Wは、充
填部材10の幅wの約二倍(W≒2w)になされている。
この中空体14内に充填部材10を挿入したものが、ソーケ
ン等、ブロック間の目地材として使用されるのである。
Further, FIG. 3 shows a flexible material (rubber or soft resin).
The hollow body 14 is shown as an abbreviated perspective view.
Reference numeral 14 is a bottomed bag-like body, and is sized so that the filling member 10 can be completely inserted by expanding the inner wall portion 16 thereof, and the width W in the closed state is the filling member. It is about twice the width w of 10 (W≈2w).
The hollow body 14 with the filling member 10 inserted therein is used as a joint material between blocks such as Soken.

第4図は、例えば防波堤の基礎体として海底に設置され
たソーケン20,20、およびそれ等の間隔部22に上から下
に向って差し込まれた中空体14を横断面図として示して
おり、中空体14の内部には水が注入されている。この状
態の中空体14に対して、充填部材10を、剛性板12側から
挿入し、充填部材10と中空体14の間隔部に、粉末材
(例、砂、細粒ガラス等)18を充填した後、中空体14の
上端を、特殊治具を用いて閉成する。この間、水膨潤性
ゴム製充填部材10が水を吸収して膨張しようとするが、
ケーソン20,20の存在によってその膨張を阻まれ、中空
体14を強い圧力でケーソン20,20の表面に押し付ける
(第5図、第6図参照)。
FIG. 4 shows, as a cross-sectional view, for example, the sokens 20, 20 installed on the seabed as the foundations of a breakwater, and the hollow bodies 14 inserted from above into the gaps 22 between them. Water is injected into the hollow body 14. The filling member 10 is inserted into the hollow body 14 in this state from the rigid plate 12 side, and the space between the filling member 10 and the hollow body 14 is filled with the powder material (eg, sand, fine glass, etc.) 18. After that, the upper end of the hollow body 14 is closed using a special jig. During this time, the water-swellable rubber filling member 10 absorbs water and tries to expand,
The presence of the caisson 20,20 hinders its expansion and presses the hollow body 14 with a strong pressure against the surface of the caisson 20,20 (see FIGS. 5 and 6).

なお、事後に中空体14内に水を補う必要があれば、中空
体14の上端に注水口を設けておけば良い。
If it is necessary to supplement the water inside the hollow body 14 after the fact, a water injection port may be provided at the upper end of the hollow body 14.

斯様に、充填部材10、中空体14より成る目地材Sによっ
て密封されたケーソン20,20の間隔部22が、地殻変動、
地震等によって多少変化し、増大したとても、膨張を抑
えられていた充填部材10が、ケーソン20の動きに追従、
膨張して、間隔部22の密封は保証される。水膨潤性ゴム
製充填部材10の体積膨張率は、300%程度を見込むこと
ができ、その膨張圧が大きいほど、目地材Sの信頼性が
高いことになる。
Thus, the space 22 between the caissons 20, 20 sealed by the joint material S composed of the filling member 10 and the hollow body 14 causes the crustal movement,
The filling member 10 that has changed slightly due to an earthquake etc. and increased, and whose expansion has been suppressed, follows the movement of the caisson 20,
Upon expansion, the seal of the gap 22 is guaranteed. The volume expansion coefficient of the water-swellable rubber filling member 10 can be expected to be about 300%, and the higher the expansion pressure, the higher the reliability of the joint material S.

また、充填部材10は、その断面積が下端から上端に向っ
て次第に大きくなされているため、膨潤圧も上端側で大
きく、波力に対して強力に対向することができる(耐波
性大)。そして、充填部材10は、その下端部が幅狭であ
るだけでなく、剛性板12を備えているため、中空体14に
対するその挿入を容易に行うことができ、剛性板12が鋼
製であるならば重錘体として機能し、充填部材10の挿入
作業が更に容易になる。
Moreover, since the cross-sectional area of the filling member 10 is gradually increased from the lower end toward the upper end, the swelling pressure is also large on the upper end side, and the filling member 10 can strongly oppose the wave force (high wave resistance). Further, the filling member 10 not only has a narrow lower end portion but also includes the rigid plate 12, so that the filling member 10 can be easily inserted into the hollow body 14, and the rigid plate 12 is made of steel. Then, it functions as a weight body, and the work of inserting the filling member 10 is further facilitated.

さらに、ケーソン20,20の間隔部22が可なり狭くとも、
充填部材10が板状体であるが故に、その幅寸法を大きく
しておくことによって該充填部材10の断面積を十分大き
く確保し、必要な膨潤圧を得て、確実な密封を行うこと
ができる。
Furthermore, even if the space 22 between the caisson 20, 20 is quite narrow,
Since the filling member 10 is a plate-like body, it is possible to secure a sufficiently large cross-sectional area of the filling member 10 by increasing its width dimension, obtain a necessary swelling pressure, and perform reliable sealing. it can.

さらにまた、充填部材10は、これを自在に折り畳むこと
が可能であるため、十分長尺であっても運搬に支障はな
く、中空体14に対するその挿入も、容易に行うことがで
き、工事経費の低減化を企図し得る。
Furthermore, since the filling member 10 can be freely folded, it does not hinder transportation even if it is sufficiently long, and its insertion into the hollow body 14 can be easily performed, resulting in a construction cost. Can be attempted.

なお、前記実施例では、充填部材10幅wを長尺方向で変
化させたが、必要に応じてこれを一定することもでき、
あるいは厚さtを長尺方向で変化させることも可能であ
る。
Although the width w of the filling member 10 is changed in the lengthwise direction in the above-mentioned embodiment, it can be made constant if necessary.
Alternatively, the thickness t can be changed in the longitudinal direction.

発明の効果 以上の説明から明らかな様に、本発明による充填部材で
は、これを水膨潤性ゴムで形成し、その厚さに比して幅
が大きく、折り畳み可能な板状体になすとともに、挿入
側の端部に剛性板を埋設したため、部充填材の運搬、施
工を容易に行うことができ、また目地間隔が可なり狭い
場合であっても、充填部材の幅を大きくすることにより
その必要な断面積を確保して、大きな膨潤圧を得ること
が可能である。さらに、充填部材の断面積を長尺方向で
変化させることにより、可撓性材料製中空体内に該充填
部材を挿入して成る目地材に対して作用する外力の、深
さ方向における差異に効果的に対処することができる。
なおまた、可撓性材料製中空体内に充填部材を挿入して
成る目地材は、充填部材の膨潤圧によって、目地間隔の
変化によく追従することができ、密封の確実性が保証さ
れる。
EFFECTS OF THE INVENTION As is apparent from the above description, in the filling member according to the present invention, the filling member is formed of water-swelling rubber, has a width larger than its thickness, and is formed into a foldable plate-like body, Since the rigid plate is embedded in the end on the insertion side, it is possible to easily carry and install the filling material, and even if the joint space is quite narrow, by increasing the width of the filling member, It is possible to secure a necessary cross-sectional area and obtain a large swelling pressure. Further, by changing the cross-sectional area of the filling member in the longitudinal direction, it is effective in the difference in the depth direction of the external force acting on the joint material formed by inserting the filling member into the hollow body made of a flexible material. Can be dealt with.
Further, the joint material formed by inserting the filling member into the hollow body made of a flexible material can well follow the change in the joint space due to the swelling pressure of the filling member, and the reliability of the sealing is guaranteed.

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

第1図は本発明の一実施例に係る充填部材の一部省略斜
視図、第2図はその折り畳み状態を示す側面図、第3図
は前記充填部材と共に目地材を形成する可撓性材料製中
空体の一部省略斜視図、第4図は該可撓性材料製中空体
をケーソン間に差し入れた状態を示す横断面図、第5図
は型中空体内に前記充填部材を挿入して目地部の密封を
行った状態を示す要部斜視図、第6図はその要部横断面
図である。 10…充填部材、12…剛性板、14…中空体、16…内壁部、
20…ケーソン、22…間隔部、S…目地材。
FIG. 1 is a partially omitted perspective view of a filling member according to an embodiment of the present invention, FIG. 2 is a side view showing a folded state of the filling member, and FIG. 3 is a flexible material forming a joint material together with the filling member. A partially omitted perspective view of the hollow body made of a material, FIG. 4 is a cross-sectional view showing a state in which the hollow body made of a flexible material is inserted between caissons, and FIG. FIG. 6 is a perspective view of an essential part showing a state where the joint part is sealed, and FIG. 6 is a transverse sectional view of the essential part. 10 ... Filling member, 12 ... Rigid plate, 14 ... Hollow body, 16 ... Inner wall portion,
20 ... Caisson, 22 ... Spacing, S ... Joint material.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】基礎上に設置した複数の築堤ブロック間を
縦方向に沿って密封するための目地材にして、下端を閉
じた可撓性材料製中空体内に充填部材を挿入して成る目
地材において、水膨潤性ゴムで形成され、その厚さに比
して幅が大きく、折り畳み可能な板状体であって、挿入
側の端部に剛性板が埋設されている築堤ブロック用目地
材の充填部材。
1. A joint material which is used as a joint material for vertically sealing between a plurality of embankment blocks installed on a foundation, and a joint member is formed by inserting a filling member into a hollow body made of a flexible material having a closed lower end. Material, a joint material for embankment blocks, which is made of water-swellable rubber, has a width that is larger than its thickness, and is a foldable plate, and in which a rigid plate is embedded at the end on the insertion side. Filling member.
JP22038585A 1985-10-04 1985-10-04 Filling material for joint material for embankment block Expired - Fee Related JPH063006B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22038585A JPH063006B2 (en) 1985-10-04 1985-10-04 Filling material for joint material for embankment block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22038585A JPH063006B2 (en) 1985-10-04 1985-10-04 Filling material for joint material for embankment block

Publications (2)

Publication Number Publication Date
JPS6282109A JPS6282109A (en) 1987-04-15
JPH063006B2 true JPH063006B2 (en) 1994-01-12

Family

ID=16750292

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22038585A Expired - Fee Related JPH063006B2 (en) 1985-10-04 1985-10-04 Filling material for joint material for embankment block

Country Status (1)

Country Link
JP (1) JPH063006B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0713365B2 (en) * 1990-02-15 1995-02-15 西武ポリマ化成株式会社 Joint material for caisson and its construction method
JP2000220752A (en) * 1999-02-03 2000-08-08 Akashiya Kako Kk Water-cut-off method using waterproof seal member

Also Published As

Publication number Publication date
JPS6282109A (en) 1987-04-15

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