JPS61113913A - Joint material for embarkment block - Google Patents

Joint material for embarkment block

Info

Publication number
JPS61113913A
JPS61113913A JP23330084A JP23330084A JPS61113913A JP S61113913 A JPS61113913 A JP S61113913A JP 23330084 A JP23330084 A JP 23330084A JP 23330084 A JP23330084 A JP 23330084A JP S61113913 A JPS61113913 A JP S61113913A
Authority
JP
Japan
Prior art keywords
water
hollow body
joint material
filling member
caissons
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.)
Pending
Application number
JP23330084A
Other languages
Japanese (ja)
Inventor
Satoshi Tagome
田篭 敏
Akira Suzuki
昭 鈴木
Hisaya Uruta
潤田 久也
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 JP23330084A priority Critical patent/JPS61113913A/en
Publication of JPS61113913A publication Critical patent/JPS61113913A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To improve sealing ability, by a method wherein a filling member, in which pipe bodies, each having a number of holes formed in its peripheral wall, are buried, is inserted into a flexible hollow body, and the interior of the hollow body, in which its upper end is closed in a state that a water pouring port 26 is left unclosed, is filled with water. CONSTITUTION:Pipe bodies 14, each having a number of holes 16 formed in its peripheral wall, are buried in a manner to be extended through a base body 12 made of rubber having water swelling properties along the longitudinal direction of the base body to form a columnar filler 10. A hollow body 24 made of a flexible material is inserted into a distance part 22 between caissons 20, and water is poured into the hollow body 24. After the plural fillers 10 are inserted into the hollow body 24, the upper end of the hollow body 24 is closed except a water pouring port 26. The base body 12 made of rubber having water swelling properties absorb water for inflation, and the hollow body 24 is pressed against the surface of the caissons 20 with a powerful pressure.

Description

【発明の詳細な説明】 Ll上ゑ且ユ溌1 本発明は、築堤のために基礎ヒに設置した複数のブロッ
ク相豆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。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a joint material for vertically sealing spaces between a plurality of blocks installed on a foundation for embankment.

」未且韮 重力式の護岸壁、防波堤、防油堤を築造するに省たり、
基礎上に配列、設置したケーソン、セルラーブロック等
のブロック相互間開R部(目地部)を、密閉手段によっ
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。
” The construction of unused and small gravity type seawalls, breakwaters, and oil embankments was avoided.
If the open R parts (joint parts) between blocks such as caissons and cellular blocks arranged and installed on the foundation are not closed with sealing means, earth and sand or oil, etc. behind the wall embankment will leak through those parts. Become.

従来、目地材としては、可撓性材料(例、ゴム、合成樹
脂)胃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, the joint material used is a flexible material (eg, rubber, synthetic resin) filled with hydrated sand, underwater concrete, asphalt, etc. inside the stomach hollow body.

が ゛ しようとする口 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豆の位置
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 hydrated sand, underwater concrete, asphalt, etc. filled inside the hollow body are not compressively elastically deformed, the position of the adjacent blocks may shift after installation. If the joint spacing increases, the joint material will not follow the expansion, and the sealing performance between the blocks will be impaired.

。 、を トするための−および 本発明の目的は、目地間隔が増大しても、その変化に追
従することが可能な築堤ブロック用目地材を提供する点
にある。
. An object of the present invention is to provide a joint material for embankment blocks that can follow changes even if the joint spacing increases.

本発明による築堤lロック用目地材は、その周壁に多数
の穴を有する管体を、水膨潤性ゴム部材の長手方向に添
って目通埋設して成る充填部材と、該充填部材をその内
部に挿入することが可能な、下端を閉じた可撓性材料製
中空体とで形成されており、前記中空体をブロック間に
差し込み、その内部に充填部材を収納した状態で、中空
体と充填部材の間に水、または加水粉末材を充填すると
ともに管体内に水を充填し、水flit潤性ゴム部材の
体積膨張を利用してブロック間を密封する。
The embankment l-lock joint material according to the present invention includes a filling member formed by embedding a pipe body having a large number of holes in its peripheral wall along the longitudinal direction of a water-swellable rubber member; and a hollow body made of a flexible material with a closed lower end that can be inserted into the block. Water or a hydrated powder material is filled between the members, and water is also filled into the tubular body, and the blocks are sealed using the volumetric expansion of the water-flip rubber member.

火蓋上 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。
Below, an embodiment of the present invention shown in FIGS. 1 to 6 will be described.

第1図は、矩形断面の手1状充填材10を示しておつ、
該社状范部材10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製基体12と、水膨潤性
ゴム製基体12の長手方向に添って貫通埋設された複数
本の硬質材料(例、硬質樹脂、ステンレス鋼)製管体1
4とで形成されている。管体14の周壁には、多数の穴
16が貫通形成され−ており、管体14内に注水すると
、穴16を通じて水l@潤性ゴム製基体12に水が吸収
される様になっている。
FIG. 1 shows a hand-shaped filler 10 with a rectangular cross section, and
The social frame member 10 includes a known water-swellable rubber base 12 that has the property of chemically absorbing water and expands, and a plurality of water-swellable rubber bases 12 that are penetrated and embedded in the longitudinal direction of the water-swellable rubber base 12. Book tube made of hard material (e.g., hard resin, stainless steel) 1
It is formed by 4. A large number of holes 16 are formed through the peripheral wall of the tube body 14, and when water is injected into the tube body 14, the water is absorbed into the wettable rubber base 12 through the holes 16. There is.

使用に当って、柱状充填材10の長さが不足する場合に
は、第2図図示の如く、継手管18を管体14.14に
嵌入させる形態で、複数の柱状充填材10.10・・・
を付き合わせ接続することができる。
In use, if the length of the columnar filler 10 is insufficient, a plurality of columnar fillers 10.10.・・・
The companions can be connected.

第3図は、例えば海底に設置されたケーソン20.20
、およびそれ等の間隔部22に、ヒから下に向って差し
込まれた可撓性材料(例、ゴム、合成樹脂)1中空体2
4を横断面図として示しており、中空体24の下端は密
閉され、その内部には水が注入されている。
Figure 3 shows, for example, a caisson 20.20 installed on the seabed.
, and a flexible material (e.g., rubber, synthetic resin) 1 hollow body 2 inserted into the space 22 thereof from the bottom downward.
4 is shown as a cross-sectional view, the lower end of the hollow body 24 is sealed, and water is injected into the interior thereof.

なお、ケーソン20.20の間隔dは、−律に定まらず
約50〜300mの範囲で変化するため、柱状充1・3 部材10の肉厚tは、30〜50m程度にしておくのが
好ましく、そうすることによって、間隔dが大きい場合
には、i数枚を積層させて使用することができる。また
、柱状充填材10の幅Wは、中空体24内に挿入さU得
る大ささにすれば良い。
In addition, since the spacing d between the caissons 20 and 20 is not determined by law and varies within the range of approximately 50 to 300 m, it is preferable that the wall thickness t of the columnar member 10 is approximately 30 to 50 m. By doing so, if the distance d is large, i number of sheets can be stacked and used. Further, the width W of the columnar filler 10 may be set to a size that allows it to be inserted into the hollow body 24.

ケーソン20.20間を密封するには、第3図に示した
状態の中空体24に対して、対応する長さの柱状充[材
10(第2図図示の如く接続したものでも良い)をir
1本(図では三本)を挿入し、柱状充填材10と中空体
24の間隔部に、必要に応じて粉末材(例、砂、細粒ガ
ラス等)を挿入(第4図参照)した後、第5図図示の様
に中空体24のト端を、注水口26を残して閉成する。
To seal between the caissons 20 and 20, a columnar filler 10 (which may be connected as shown in FIG. 2) of a corresponding length is attached to the hollow body 24 in the state shown in FIG. ir
One (three in the figure) was inserted, and a powder material (e.g., sand, fine glass, etc.) was inserted as necessary into the space between the columnar filler 10 and the hollow body 24 (see Figure 4). After that, the top end of the hollow body 24 is closed, leaving the water inlet 26, as shown in FIG.

この状態で放置すれば、水膨潤性ゴム製基体12が水を
吸収して膨張しようと1“るが、ケーソン20.20に
その膨張を阻まれ、中空体24を強い圧力でケーソン2
0.20の表面に押し付ける なお、水膨潤性ゴム製塁体12の周囲に存在する水の不
足は、管体14内の水によって補充される。
If left in this state, the water-swellable rubber base 12 absorbs water and tries to expand, but this expansion is blocked by the caissons 20 and 20, and the hollow body 24 is pressed against the caissons 20 and 20.
Note that the lack of water present around the water-swellable rubber base 12 is replenished by the water in the tube 14.

さらに不足する水は、注水026から中空体24内に浸
入する雨水、海水によって自動的に補われる。
Furthermore, the water shortage is automatically supplemented by rainwater and seawater that infiltrate into the hollow body 24 from the water injection 026.

斯様に、柱状充填材10、中空体24より成るa地材3
0によって密閉されたケーソン20.20の間隔部22
が、地殻変動、地震等によって変化し、増大した場合に
は、膨張を抑えられていた水膨潤性ゴム製阜体12が、
ケーソン20に追従膨張して、第6図図示の様に中空体
24の形状も変化し、間隔部22の密封は保証される。
In this way, the base material 3 consisting of the columnar filler 10 and the hollow body 24
Spacing 22 of caisson 20.20 sealed by 0
When the water-swellable rubber body 12, which has been suppressed from expanding, changes and increases due to crustal deformation, earthquakes, etc.,
As the caisson 20 expands, the shape of the hollow body 24 also changes as shown in FIG. 6, and the sealing of the space 22 is guaranteed.

水膨潤性ゴム製基体12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程目地材30
の信頼性が高いことになる。
The volumetric expansion rate of the water-swellable rubber base 12 can be expected to be about 300%, and the larger the expansion pressure, the more the joint material 30
This means that the reliability is high.

また、水膨潤性ゴム製基体12内に貫通埋設した管体1
4は、W質材で形成した剛性の大きな部材であるため、
中空体24内に柱状充填材10を挿入する作業を容易に
行うことができる。
In addition, the pipe body 1 is embedded through the water-swellable rubber base body 12.
Since 4 is a highly rigid member made of W material,
The operation of inserting the columnar filler 10 into the hollow body 24 can be easily performed.

なお、予め中空体24内に柱状充填材10を挿入し、注
水口26を残して中空体24の上端を閉じておき、これ
をケーソン20.20の間隔部22に差し込んだ後、注
水口26を通じて中空体24内に注水を行って間隔部2
2の密封を行うことも可能である。
Note that the columnar filler 10 is inserted into the hollow body 24 in advance, and the upper end of the hollow body 24 is closed leaving the water inlet 26. After inserting this into the space 22 of the caisson 20.20, the water inlet 26 is closed. Water is injected into the hollow body 24 through the gap 2.
It is also possible to perform a second seal.

また、柱状充填材10に代えて、第7図ないし第9図に
示す断面形状の柱状充填材40.50.60を用いるこ
ともできる。柱状充填材40では、水膨潤性ゴム製基体
42、管体44共に断面円形であり、柱状充填材50で
は、水膨潤性ゴムvJ基体52、管体54共に断面矩形
である。
Moreover, in place of the columnar filler 10, columnar fillers 40, 50, and 60 having the cross-sectional shapes shown in FIGS. 7 to 9 may be used. In the columnar filler 40, both the water-swellable rubber base 42 and the tube 44 have a circular cross section, and in the columnar filler 50, the water-swellable rubber vJ substrate 52 and the tube 54 both have a rectangular cross section.

また柱状充填材60は、−組の水膨潤性ゴム製t、4休
62.62ど、それ等に埋設された管体64.64と、
管体64と同じく樹脂、ステンレス鋼等で形成され、両
管体64を相Uに連結する板体66とで構成されており
、使用に当っては、水膨潤性ゴム製基体62.62間に
位置する砂が基体62の膨張に応じて外部に押出され、
可撓性材料製中空体の拡幅が容易に行われる。なお、基
体62の周囲の水分が膨張するのに不足なく十分存在す
る時は、管体64はなくても良い。
In addition, the columnar filler 60 includes a set of water-swellable rubber t-shirts, 4-piece tubular bodies 62.62, etc., and a pipe body 64.64 embedded therein.
Like the tube body 64, it is made of resin, stainless steel, etc., and is composed of a plate body 66 that connects both tube bodies 64 to a phase U. In use, the water-swellable rubber base 62 and 62 are The sand located at is pushed out according to the expansion of the base 62,
The width of the hollow body made of flexible material can be easily expanded. Note that when there is sufficient moisture around the base body 62 for expansion, the tube body 64 may be omitted.

1亘立11 以上の説明から明らh>な様に、本発明による築堤ブロ
ック用目地材は、その周壁に多数の穴を有する管体を、
水膨潤性ゴム部材の長手方向に添つ(て間通埋設して成
る充填部材と、該充填部材をその内部に挿入することが
可能な、下端を閉じたi′+1撓性材料製中空体とで形
成されており、基礎1−に設置したブロック間の間隔部
に目地材を差し込んで、注水口を残してその上端を閉じ
た中空体内に水を充がしておけば、水膨潤性ゴム部材に
よる給水が行われ、その給水による膨張圧を利用して目
地材によるブロック間の確実な密封がなされる。
1.11 As is clear from the above description, the embankment block joint material according to the present invention has a pipe body having a large number of holes in its peripheral wall.
A filling member that is embedded along the length of a water-swellable rubber member, and a hollow body made of i'+1 flexible material with a closed lower end into which the filling member can be inserted. By inserting a joint material into the space between the blocks installed on the foundation 1- and filling the hollow body with water with the upper end closed, leaving a water inlet, water-swelling properties can be achieved. Water is supplied by the rubber member, and the expansion pressure caused by the water supply is used to reliably seal between the blocks by the joint material.

そして、時間の経過にともなって何等かの原因によりブ
ロック間の目地間隔が変化、増大しても、膨張を抑制さ
れていた水膨潤性ゴムの作用によって目地材の形状が変
化してブロックの動きに追従し、ブロック間の密封性が
保証される。
Even if the joint spacing between blocks changes or increases over time due to some reason, the shape of the joint material changes due to the action of the water-swellable rubber that suppresses expansion, preventing the movement of the blocks. The sealing between the blocks is guaranteed.

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

第1図は本発明の一実施例に係る目地材用柱状充填材の
要部FJJ&Ii斜視図、第2図は該柱状充填材の接続
態様を示す断面図、第3図はケーソン間に差し込んだ本
発明の一実施例に係る目地材用中空体を示す横断面図、
第4図は該中空体内に前記柱状充填材を挿入して成る目
地材を示す横断面図、第5図は前記中空体上端部を閉じ
た状態を示す縦      為所面図、第6図はケーソ
ン相互の間隔が増大した場合の前記目地材の変形膨張状
態を示す横断面図、第7図、第8図、第9図はそれぞれ
他の実施例に係る柱状充填材の断面図である。 10・・・柱状充1i4材、12・・・水膨潤性ゴム製
基体、14・・・管体、16・・・穴、18・・・継手
管、20・・・ケーソン、22・・・間隔部、24・・
・中空体、26・・・注水口、30・・・目地材、40
・・・柱状充填材、42・・・水am性ゴム製基体、4
4・・・管体、50・・・柱状充填材、52・・・水膨
潤性ゴム¥J基体、54・・・管体。
Fig. 1 is a perspective view of the main part FJJ&Ii of a columnar filler for joint material according to an embodiment of the present invention, Fig. 2 is a sectional view showing the connection mode of the columnar filler, and Fig. 3 is a view of the columnar filler inserted between caissons. A cross-sectional view showing a hollow body for joint material according to an embodiment of the present invention,
FIG. 4 is a cross-sectional view showing a joint material made by inserting the columnar filler into the hollow body, FIG. 5 is a vertical cross-sectional view showing the hollow body with the upper end closed, and FIG. A cross-sectional view showing the deformed and expanded state of the joint material when the distance between the caissons increases, and FIGS. 7, 8, and 9 are cross-sectional views of columnar fillers according to other embodiments, respectively. DESCRIPTION OF SYMBOLS 10... Columnar filled 1i4 material, 12... Water-swellable rubber base, 14... Pipe body, 16... Hole, 18... Joint pipe, 20... Caisson, 22... Interval part, 24...
・Hollow body, 26... Water inlet, 30... Joint material, 40
... Columnar filler, 42 ... Aqueous rubber base, 4
4... Tube body, 50... Columnar filler, 52... Water-swellable rubber \J base body, 54... Tube body.

Claims (1)

【特許請求の範囲】 築堤のために基礎上に設置した複数のブロック間を縦方
向に添って密封する目地材において、その周壁に多数の
穴を有する管体を、水膨潤性ゴム部材の長手方向に添っ
て貫通埋設して成る充填部材と、該充填部材をその内部
に挿入することが可能な、下端を閉じた可撓性材料製中
空体とで形成され、 前記中空体内に前記充填部材が挿入され、前記充填部材
と中空体間に水、または加水粉末材が充填されるととも
に前記管体内に水が充填され、かつ注水口を残して前記
中空体の上端が閉成された状態で使用されることを特徴
とする築堤ブロック用目地材。
[Claims] In a joint material that vertically seals between a plurality of blocks installed on a foundation for an embankment, a pipe body having a large number of holes in its peripheral wall is connected to a water-swellable rubber member along the longitudinal direction. It is formed of a filling member that is embedded through the filling member along the direction, and a hollow body made of a flexible material with a closed lower end into which the filling member can be inserted, and the filling member is inserted into the hollow body. is inserted, water or a hydrated powder material is filled between the filling member and the hollow body, water is filled into the pipe body, and the upper end of the hollow body is closed leaving a water inlet. A joint material for embankment blocks characterized by its use.
JP23330084A 1984-11-07 1984-11-07 Joint material for embarkment block Pending JPS61113913A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23330084A JPS61113913A (en) 1984-11-07 1984-11-07 Joint material for embarkment block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23330084A JPS61113913A (en) 1984-11-07 1984-11-07 Joint material for embarkment block

Publications (1)

Publication Number Publication Date
JPS61113913A true JPS61113913A (en) 1986-05-31

Family

ID=16952945

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23330084A Pending JPS61113913A (en) 1984-11-07 1984-11-07 Joint material for embarkment block

Country Status (1)

Country Link
JP (1) JPS61113913A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7543444B2 (en) 2005-06-15 2009-06-09 Toyota Jidosha Kabushiki Kaisha Air supply apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7543444B2 (en) 2005-06-15 2009-06-09 Toyota Jidosha Kabushiki Kaisha Air supply apparatus

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