JP2831974B2 - Joint structure for caisson, its construction method and joint material for caisson - Google Patents

Joint structure for caisson, its construction method and joint material for caisson

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Publication number
JP2831974B2
JP2831974B2 JP14110496A JP14110496A JP2831974B2 JP 2831974 B2 JP2831974 B2 JP 2831974B2 JP 14110496 A JP14110496 A JP 14110496A JP 14110496 A JP14110496 A JP 14110496A JP 2831974 B2 JP2831974 B2 JP 2831974B2
Authority
JP
Japan
Prior art keywords
joint material
caisson
joint
main body
material main
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
JP14110496A
Other languages
Japanese (ja)
Other versions
JPH09302670A (en
Inventor
政則 中垣
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.)
SEIBU HORIMA KASEI KK
Original Assignee
SEIBU HORIMA KASEI 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 SEIBU HORIMA KASEI KK filed Critical SEIBU HORIMA KASEI KK
Priority to JP14110496A priority Critical patent/JP2831974B2/en
Publication of JPH09302670A publication Critical patent/JPH09302670A/en
Application granted granted Critical
Publication of JP2831974B2 publication Critical patent/JP2831974B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、堤防の造成等でコ
ンクリート製、鋼製函体であるケーソンを利用する際に
隣接して配置されたケーソンの端面間に形成される目地
に縦方向に配設される目地材を使用する目地構造および
その施工法ならびにこの目地構造に使用される目地材に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint formed between end faces of caissons arranged adjacent to each other when a caisson made of concrete or steel is used for forming a dike or the like. The present invention relates to a joint structure using a joint material provided, a construction method thereof, and a joint material used for the joint structure.

【0002】[0002]

【従来の技術】従来ケーソンを新設する場合は、隣接配
置される予定のケーソンの一方の端面に、予めゴム・合
成樹脂等の変形可能な材料で形成された筒状の袋からな
る目地材をつぶして偏平な状態にして当て板、ボルト等
で固定しておき、しかる後このケーソンを堤防等の造成
現場に運搬し所定の位置に設置した後袋状の目地材にア
スファルトマスチック等の充填材を充填することにより
目地材をふくらませ、ケーソン間の目地を塞いでシール
を行うようにしている。
2. Description of the Related Art Conventionally, when a caisson is newly constructed, a joint material consisting of a cylindrical bag formed in advance of a deformable material such as rubber or synthetic resin is attached to one end face of a caisson to be arranged adjacently. Crush it into a flat state and fix it with a caul plate, bolts, etc., then transport this caisson to a construction site such as a dike, install it in a predetermined position, and fill a bag-like joint material with asphalt mastic etc. The joint material is inflated by filling the joint, and the joint between the caissons is closed to perform sealing.

【0003】[0003]

【発明が解決しようとする課題】上記従来のケーソン用
目地材は、ケーソンが新設される場合は予めケーソンに
充分な強度で固定してからケーソンを現場に運搬し据付
けるので、据付け後地震による揺動、波浪、土砂等の押
圧力で目地材が移動するおそれはなく目地材の機能を発
揮することができるが、目地材を既設のケーソンに取付
ける場合には、隣接するケーソン間の目地幅はたとえば
20〜30cm程度で極めて狹いので、作業員がこの目
地内に入って目地材を一方のケーソンの端面に取付ける
ことは不可能であるか著るしく困難であり、目地材をケ
ーソンの端面に取付けることができたとしても充分な強
度をもってしっかりと固定されていないので、取付け後
に波浪や土砂等の押圧力により固定がはずれて目地材が
移動してしまい目地材の機能を充分に果すことができな
いという問題があった。
When the caisson is newly installed, the conventional caisson joint material is fixed to the caisson with sufficient strength before the caisson is transported to the site and installed. The joint material does not move due to the pressing force of rocking, waves, earth and sand, etc., and can function as a joint material.However, when the joint material is attached to an existing caisson, the joint width between adjacent caissons Is very narrow, for example, about 20 to 30 cm, so it is impossible or extremely difficult for a worker to enter the joint and attach the joint to the end face of one caisson. Even if it can be attached to the end face, it is not fixed firmly with sufficient strength, so it will not be fixed after installation due to the pressing force of waves, earth and sand, etc. There is a problem that can not perform the function of wood enough.

【0004】本発明は上記従来のケーソン用目地材の問
題点にかんがみなされたものであって、既設のケーソン
間に敷設する場合でも容易にしかも充分な強度をもって
ケーソンの端面に取付けることができ、取付け後に波浪
や土砂によって目地材が移動することがなく目地材の機
能を充分に果すことができるケーソン用目地構造および
その施工法ならびにケーソン用目地材を提供しようとす
るものである。
The present invention has been made in view of the above-mentioned problems of the conventional caisson joint material, and can be easily and sufficiently attached to the end face of a caisson even when laid between existing caissons. An object of the present invention is to provide a joint structure for caisson, a method of constructing the same, and a joint material for caisson that can sufficiently perform the function of the joint material without being moved by waves or earth and sand after installation.

【0005】[0005]

【課題を解決するための手段】上記目的を達成する請求
項1記載の発明にかかるケーソン用目地構造は、隣接配
設されたケーソンの端面間に縦方向に配設される目地材
であって、ゴム・合成樹脂等の変形可能な材料からなる
目地材本体と、該目地材本体の少くとも片側において目
地材本体の長手方向に延長するように設けられた碇着部
であってその全長にわたって延在しさらに目地材本体の
下端から下方に突出する突出下端部を有する剛体部材を
備える碇着部とを備える目地材の該碇着部が一方のケー
ソンの端面上に配設されており、該剛体部材の突出下端
部が水底の地盤中に打設されるとともに該剛体部材の上
端部がケーソンの頂部に固定された固定部材に固着され
ることにより該目地材が該一方のケーソンの端面に固定
されることを特徴とする。
According to a first aspect of the present invention, there is provided a joint structure for a caisson, wherein the joint material is disposed vertically between end faces of adjacently disposed caissons. A joint material main body made of a deformable material such as rubber and synthetic resin, and an anchoring portion provided to extend in the longitudinal direction of the joint material main body on at least one side of the joint material main body, and extending over its entire length. An anchoring portion including a rigid member having a protruding lower end portion extending downward and further projecting downward from a lower end of the jointing material body, the anchoring portion of the jointing material is disposed on an end surface of one caisson, The projecting lower end of the rigid member is cast into the ground at the bottom of the water, and the upper end of the rigid member is fixed to a fixing member fixed to the top of the caisson so that the joint material is an end surface of the one caisson. It is fixed to To.

【0006】また請求項2記載の本発明にかかるケーソ
ン用目地構造は、該目地材本体は上端に充填材充填用の
開口を有する中空状に形成された筒体であり、該碇着部
は該筒体の背面側から側方に延長するフランジ部と、該
フランジ部に固定された前記剛体部材からなることを特
徴とする。
According to a second aspect of the present invention, in the joint structure for caisson, the joint material main body is a hollow cylindrical member having an opening for filling a filler at an upper end, and the anchoring portion is provided. It is characterized by comprising a flange portion extending laterally from the back side of the cylindrical body, and the rigid member fixed to the flange portion.

【0007】請求項3記載の発明にかかるケーソン用目
地構造は、該目地材本体は該筒体の下端に袋状部材が中
空部内に凹状に嵌入状態で一体に接合されて設けられる
とともに、該筒体の下端前側縁部に、該袋状部材の前側
への膨出を許容する膨出許容部が形成されて構成されて
いることを特徴とする。
According to a third aspect of the invention, there is provided a joint structure for a caisson, wherein the joint material main body is provided at a lower end of the cylindrical body so that a bag-shaped member is integrally fitted in a hollow state in a concave state. It is characterized in that a swelling permitting portion for allowing the bag-shaped member to swell to the front side is formed at a front lower edge portion of the cylindrical body.

【0008】請求項4記載の発明にかかるケーソン用目
地構造は、該目地材本体は隣接配設されたケーソンの端
面間に伸縮可能に配設された可撓板状部材であり、該碇
着部は該目地材本体の両側に設けられており、一方の側
の碇着部が一方のケーソンの端面上に配設されており、
他方の側の碇着部が他方のケーソンの端面上に配設され
ていることを特徴とする。
According to a fourth aspect of the present invention, in the joint structure for caisson, the joint material main body is a flexible plate-like member arranged between end faces of adjacently arranged caissons, and the anchoring is performed. Parts are provided on both sides of the joint material body, the anchoring part on one side is disposed on the end face of one caisson,
The anchoring portion on the other side is disposed on an end surface of the other caisson.

【0009】請求項5に記載された発明にかかるケーソ
ン用目地材の施工法は、隣接配設されたケーソンの端面
間に縦方向に配設される目地材であって、ゴム・合成樹
脂等の変形可能な材料からなる目地材本体と、該目地材
本体の少くとも片側において目地材本体の長手方向に延
長するように設けられた碇着部であってその全長にわた
って延在しさらに目地材本体の下端から下方に突出する
突出下端部と目地材本体の上端から上方に突出する突出
上端部を有する剛体部材を備える碇着部とを備える目地
材の該碇着部を一方のケーソンの端面上に配設し、該剛
体部材の突出上端部を打撃することにより該剛体部材の
突出下端部を水底の地盤中に打設した後必要に依り該突
出上端部を切取り、次いで該剛体部材の上端部をケーソ
ンの頂部に固定される固定部材に固着することにより該
目地材を該一方のケーソンの端面に固定することを特徴
とする。
According to a fifth aspect of the present invention, there is provided a method of constructing a joint material for caisson, wherein the joint material is vertically arranged between end faces of caisson arranged adjacent to each other. A joint material body made of a deformable material, and an anchoring portion provided on at least one side of the joint material body so as to extend in the longitudinal direction of the joint material body. An anchoring portion provided with a rigid member having a protruding lower end projecting downward from a lower end of the main body and a protruding upper end projecting upward from an upper end of the jointing material main body. Disposed above, and by projecting the projecting lower end of the rigid member into the submerged ground by hitting the projecting upper end of the rigid member, cutting off the projecting upper end as necessary, and then cutting the rigid member Secure the top to the top of the caisson The said purpose land material by fixing the fixing member, characterized in that fixed to the end surface of one of the caissons the that.

【0010】請求項6に記載された発明にかかるケーソ
ン用目地材は、隣接配設されたケーソンの端面間に縦方
向に配設される目地材であって、ゴム・合成樹脂等の変
形可能な材料からなる目地材本体と、該目地材本体の少
くとも片側において目地材本体の長手方向に延長するよ
うに設けられた碇着部であってその全長にわたって延在
しさらに目地材本体の下端から下方に突出する突出下端
部と目地材本体の上端から上方に突出する突出上端部を
有する剛体部材を備える碇着部とを備えることを特徴と
する。
[0010] The joint material for caisson according to the invention described in claim 6 is a joint material vertically arranged between the end faces of the caisson arranged adjacent to each other, and is capable of deforming rubber, synthetic resin, or the like. And an anchoring portion provided on at least one side of the joint material body so as to extend in the longitudinal direction of the joint material body, extending over the entire length thereof, and further having a lower end of the joint material body. And an anchoring portion provided with a rigid member having a protruding upper end projecting upward from an upper end of the joint material main body.

【0011】請求項7に記載された発明にかかるケーソ
ン用目地材は、該目地材本体は上端に充填材充填用の開
口を有する中空状に形成された筒体であり、該碇着部は
該筒体の背面側から側方に延長するフランジ部と、該フ
ランジ部に固定された前記剛体部材からなることを特徴
とする。
According to a seventh aspect of the present invention, the joint material for a caisson is a hollow cylindrical body having an opening for filling a filler at an upper end, and the anchoring portion is formed of a hollow body. It is characterized by comprising a flange portion extending laterally from the back side of the cylindrical body, and the rigid member fixed to the flange portion.

【0012】請求項8に記載された発明にかかるケーソ
ン用目地材は、該目地材本体は該筒体の下端に袋状部材
が中空部内に凹状に嵌入状態で一体に接合されて設けら
れるとともに、該筒体の下端前側縁部に、該袋状部材の
前側への膨出を許容する膨出許容部が形成されて構成さ
れていることを特徴とする。
The joint material for a caisson according to the invention described in claim 8 is provided such that the joint material body is integrally joined to a lower end of the cylindrical body in a state in which a bag-like member is concavely fitted into a hollow portion. A swelling permitting portion for allowing the bag-like member to swell toward the front side is formed at a front edge of the lower end of the cylindrical body.

【0013】請求項9に記載された発明にかかるケーソ
ン用目地材は、該目地材本体は隣接配設されたケーソン
の端面間に伸縮可能に配設される可撓板状部材であり、
該碇着部は該目地材本体の両側に設けられており、一方
の側の碇着部が一方のケーソンの端面上に配設され、他
方の側の碇着部が他方のケーソンの端面上に配設される
ことを特徴とする。
According to a ninth aspect of the invention, there is provided a joint material for caisson, wherein the joint material main body is a flexible plate-like member which is arranged to be stretchable between end faces of adjacently arranged caissons,
The anchoring portions are provided on both sides of the joint material main body, one anchoring portion is provided on an end surface of one caisson, and the anchoring portion on the other side is provided on an end surface of the other caisson. It is characterized by being arranged in.

【0014】[0014]

【作用】本発明によれば、目地材の碇着部が目地材本体
の下端から下方に突出する突出下端部と目地材本体の上
端から上方に突出する突出上端部とを有する剛体部材を
備えているので、碇着部をケーソンの端面に配設し、剛
体部材の突出上端部を打撃することにより剛体部材の突
出下端部を水底の地盤中に打込むことができ、次いで必
要に依り該突出上端部を切取り、剛体部材の上端部をケ
ーソンの頂部に固定される固定部材に固着することによ
り目地材をケーソンの端面に固定することができる。
According to the present invention, there is provided a rigid member having an anchoring portion of a joint material having a projecting lower end projecting downward from a lower end of the joint material body and a projecting upper end projecting upward from an upper end of the joint material body. Since the anchoring portion is disposed on the end face of the caisson and the projecting upper end of the rigid member is hit, the projecting lower end of the rigid member can be driven into the ground at the bottom of the water, and then if necessary. The joint material can be fixed to the end surface of the caisson by cutting off the protruding upper end and fixing the upper end of the rigid member to a fixing member fixed to the top of the caisson.

【0015】[0015]

【発明の実施の形態】以下、この発明の実施の形態を添
付図面を参照して説明する。図1は本発明にかかる目地
構造の1実施形態を示す斜視図、図2はこの目地構造に
使用される目地材を示す斜視図、図3はこの目地材の下
端部側面図、図4は図2のA−A断面図である。図1〜
4の実施形態は、本発明を筒状の目地材本体の下端に袋
状部材が中空部内に凹状に嵌入状態で一体に接合される
とともに筒体の下端前側縁部に袋状部材の前側への膨出
を許容する膨出許容部が形成されている目地材を使用し
た場合に適用したものである。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a perspective view showing an embodiment of a joint structure according to the present invention, FIG. 2 is a perspective view showing a joint material used in the joint structure, FIG. 3 is a side view of a lower end portion of the joint material, and FIG. It is AA sectional drawing of FIG. Figure 1
In the fourth embodiment, a bag-like member is integrally joined to a lower end of a cylindrical joint material body in a state of being fitted into the hollow portion in a concave shape, and a front end of the lower end of the cylindrical body is forwardly connected to the bag-like member. The present invention is applied to a case where a joint material having a swelling permitting portion for allowing swelling is used.

【0016】まず、本実施形態において使用する目地材
について説明する。図示ケーソン用目地材10は、合成
ゴム又は合成樹脂等の可撓性を有する変形可能な素材に
よって、所定板厚の円筒がその径方向に押し潰されたよ
うな、平行に所定間隔離れた前板11Aと背板11Bの
両側部が円弧状に接続された形状に、筒状の目地材本体
としての本体部11が形成されると共に、その背面側の
両側に背板11Bを左右に延長したように板状の装着フ
ランジ12が所定幅で突設されて形成されている。目地
材10の長さは、ケーソンの縦方向に略等しく設定され
ている。筒状本体部11には必要により補強布を埋設す
る。本体部12は上端に充填材充填用の開口を有する。
First, the joint material used in the present embodiment will be described. The joint material 10 for caisson shown is made of a flexible and deformable material such as synthetic rubber or synthetic resin, and is separated from a cylinder having a predetermined thickness by a predetermined distance in parallel such that the cylinder is crushed in the radial direction. The main body 11 as a cylindrical joint material main body is formed in a shape in which both sides of the plate 11A and the back plate 11B are connected in an arc shape, and the back plate 11B extends left and right on both sides on the back side. As described above, the plate-shaped mounting flange 12 is formed so as to protrude with a predetermined width. The length of the joint material 10 is set substantially equal in the longitudinal direction of the caisson. A reinforcing cloth is embedded in the cylindrical main body 11 as necessary. The main body 12 has an opening at the upper end for filling the filler.

【0017】本体部11の下端には、袋状部材としての
内袋13が、その中空部内に入り込んだ状態で接合一体
化されて設けられており、下端開口部はこの内袋13に
よって閉塞されている。
At the lower end of the main body 11, an inner bag 13 as a bag-like member is provided so as to be joined and integrated into the hollow portion, and the lower end opening is closed by the inner bag 13. ing.

【0018】内袋13は、先細りで所定深さの袋状であ
って、本体部11と同様に可撓性を有する素材によって
形成され、その開口縁が本体部11の下端開口縁に接合
されて設けられている。なお、内袋13と本体部11と
は、別体で形成した後接合しても、一体に形成しても何
れでも良い。
The inner bag 13 is tapered and has a predetermined depth and is formed of a flexible material like the main body 11, and its opening edge is joined to the lower opening edge of the main body 11. It is provided. The inner bag 13 and the main body 11 may be formed separately and then joined, or may be formed integrally.

【0019】本体部11の前方側(隣接するケーソンに
当接する側)の下端縁部には、膨出許容部としての切り
欠き部14が形成されている。
A cut-out portion 14 is formed at the lower end edge of the front side of the main body portion 11 (on the side in contact with an adjacent caisson) as a bulging allowance portion.

【0020】切り欠き部14は、本体部11の前面が前
板11Aの幅で長手方向には所定深さの矩形に切り欠か
れると共に内袋13も対応する形状に切り欠かれて形成
されており、本体部11と内袋13はこの切り欠き部1
4の縁部で接合されているものである。
The notch 14 is formed by cutting the front surface of the main body 11 into a rectangle having a width of the front plate 11A and a predetermined depth in the longitudinal direction, and also cutting the inner bag 13 into a corresponding shape. The main body 11 and the inner bag 13
4 are joined at the edge.

【0021】各装着フランジ12の前面には本発明にお
ける剛体部材を構成するCT鋼からなる板状部材16が
後述の方法で固定されている。板状部材16は装着フラ
ンジ12の全長にわたって延在し、さらに本体部11の
下端から下方に突出する突出下端部16aと本体部11
の上端から上方に突出する突出上端部16bを有する。
装着フランジ12と剛体部材である板状部材16は本発
明における碇着部19を構成する。板状部材16同士は
必要に依り別の板材等で連結しておくとなお堅個であ
る。
A plate-like member 16 made of CT steel constituting a rigid member according to the present invention is fixed to a front surface of each mounting flange 12 by a method described later. The plate-like member 16 extends over the entire length of the mounting flange 12, and further has a protruding lower end 16 a protruding downward from the lower end of the main body 11 and a main body 11.
Has a protruding upper end portion 16b that protrudes upward from the upper end of the upper end.
The mounting flange 12 and the plate-like member 16 as a rigid member constitute an anchoring portion 19 in the present invention. If the plate members 16 are connected to each other with another plate material or the like as necessary, the plate members 16 are still rigid.

【0022】本実施形態において、CT鋼からなる板状
部材16は、図4の断面図に示すように、その突出部1
6cの両側のフランジ部16dを有し、装着フランジ1
2を挾んでフランジ部16dに対応する位置には鋼板等
からなる左右1対の押え板17が配置されている。そし
てこの押え板17、装着フランジ12、板状部材のフラ
ンジ部16dを貫通するボルト挿通孔18が長手方向に
所定の間隔で穿設されており、押え板17、装着フラン
ジ12、板状部材のフランジ部16dは、ボルト挿通孔
18に挿通される皿ボルト22とこの皿ボルト22に螺
合する袋ナット23を緊締することにより相互に固定さ
れている。
In the present embodiment, as shown in the sectional view of FIG.
6c has flange portions 16d on both sides, and the mounting flange 1
A pair of left and right holding plates 17 made of a steel plate or the like is disposed at a position corresponding to the flange portion 16d with the two interposed therebetween. A bolt insertion hole 18 penetrating the holding plate 17, the mounting flange 12, and the flange portion 16d of the plate-like member is formed at predetermined intervals in the longitudinal direction, and the holding plate 17, the mounting flange 12, and the plate-like member are formed. The flange portions 16d are fixed to each other by tightening a countersunk bolt 22 inserted into the bolt insertion hole 18 and a cap nut 23 screwed to the countersunk bolt 22.

【0023】次に図1および図2を参照してこの目地材
を使用して本実施形態のケーソン用目地構造を施工する
方法について説明する。
Next, a method for constructing the caisson joint structure of this embodiment using this joint material will be described with reference to FIGS.

【0024】隣接配置された既設のケーソンの一方の端
面に沿って上記の目地材10を縦方向に配置し、碇着部
19の板状部材16の突出上端部16bをバイブロハン
マーで打撃することにより装着フランジ12の下端が水
底に接地するまで板状部材16の各突出下端部16aを
水底の地盤中に打設する。次に、各突出上端部を装着フ
ランジ12の上端縁と同一平面において切断する。勿
論、場合によっては切断しないこともある。
The joint material 10 is vertically arranged along one end face of an existing caisson arranged adjacently, and the projecting upper end 16b of the plate-like member 16 of the anchoring portion 19 is hit with a vibro hammer. Accordingly, the projecting lower end portions 16a of the plate-like member 16 are driven into the ground at the water bottom until the lower end of the mounting flange 12 comes into contact with the water bottom. Next, each protruding upper end is cut on the same plane as the upper end edge of the mounting flange 12. Of course, in some cases, it may not be cut.

【0025】次に、目地構造が施工されるケーソン1の
頂部1aに本発明の固定部材を構成する1対の固定板2
4を配置する。固定板24は、長方形のケーソン固定部
24aと、このケーソン固定部24aの一辺から突出す
る目地材固定部24bからなり、この目地材固定部24
bの先端部が突出上端部16bを切断後の板状部材16
のフランジ部16dの上端面を覆うようにして固定板2
4を配置し、固定板24の目地材固定部24bと板状部
材16のフランジ部16dの上端面とを溶接した後アン
カーボルト25により各固着板24をケーソン頂部1a
に固定する。
Next, a pair of fixing plates 2 constituting the fixing member of the present invention is provided on the top 1a of the caisson 1 on which the joint structure is to be constructed.
4 is arranged. The fixing plate 24 includes a rectangular caisson fixing portion 24a and a joint material fixing portion 24b protruding from one side of the caisson fixing portion 24a.
b of the plate-like member 16 after cutting the upper end 16b.
Fixed plate 2 so as to cover the upper end surface of the flange portion 16d.
After welding the joint material fixing portion 24b of the fixing plate 24 and the upper end surface of the flange portion 16d of the plate-like member 16, each fixing plate 24 is fixed to the caisson top 1a by the anchor bolt 25.
Fixed to

【0026】こうして、目地材10は、水底の地盤中に
打設された板状部材16の突出下端部16aとケーソン
頂部1aに固定される固定板24に固定された板状部材
16の上端部の上下2カ所によりケーソン1の端面に強
固に取付けられることになり、作業員はケーソンの頂部
で作業すれば足り、隣接するケーソン間の狹い目地内に
作業員が入って目地材10の取付作業を行う必要がない
ので、既設のケーソンにおいて目地材の取付作業を容易
かつ完全に行うことができる。
In this manner, the joint material 10 is formed by the projecting lower end 16a of the plate-like member 16 cast into the ground at the bottom of the water and the upper end of the plate-like member 16 fixed to the fixing plate 24 fixed to the caisson top 1a. The upper and lower parts of the caisson 1 can be firmly attached to the end face of the caisson 1. It is sufficient for the worker to work at the top of the caisson, and the worker enters the narrow joint between adjacent caissons and attaches the joint material 10. Since there is no need to perform the work, the work of attaching the joint material can be easily and completely performed in the existing caisson.

【0027】上記実施形態では剛体部材としてCT鋼か
らなる板状部材16を使用しているが、剛体部材として
はCT鋼に限らず、H鋼、平形鋼など他の剛体の板その
他棒鋼等を使用してもよい。また押え板17は碇着部1
9の全長にわたって1体の部材からなるものでもよいし
複数の部分に分割されていてもよい。
In the above embodiment, the plate-like member 16 made of CT steel is used as the rigid member. However, the rigid member is not limited to CT steel, but may be other rigid plates such as H steel, flat steel, and other bar steel. May be used. The holding plate 17 is the anchoring portion 1
9 may be composed of a single member over the entire length, or may be divided into a plurality of parts.

【0028】上記実施形態では板状部材16を押え板1
7、皿ボルト22、袋ナット23を使用して装着フラン
ジ12に固定しているが、板状部材を装着フランジに固
定する方法としては、これに限らず、たとえば板状部材
を装着フランジに焼付ける(この場合押え板17は不
要)等他の固定方法を使用してもよい。
In the above embodiment, the plate-like member 16 is
7, the plate flange 22 is fixed to the mounting flange 12 using the cap nut 23. However, the method of fixing the plate-shaped member to the mounting flange is not limited to this. Other fixing methods such as attaching (in this case, the holding plate 17 is unnecessary) may be used.

【0029】また上記実施形態においては、固定部材と
しての固定板24を板状部材16の上端面に溶接するこ
とにより両者を固定しているが、板状部材の上端部の固
定部材に対する固着方法としては、これに限らず、たと
えば固定板24の目地材固定部24bの先端部を直角に
下方に折曲げ、これによって形成された垂下部を板状部
材16の上端部にボルトで締着する等他の方法で固着し
てもよい。
In the above embodiment, the fixing plate 24 as the fixing member is fixed to the plate member 16 by welding to the upper end surface thereof. However, the present invention is not limited to this. For example, the tip of the joint material fixing portion 24b of the fixing plate 24 is bent downward at a right angle, and the hanging part formed by this is fastened to the upper end of the plate member 16 with a bolt. Alternatively, it may be fixed by other methods.

【0030】また上記実施形態においては碇着部19は
目地材本体部11の両側に設けられているが、ケーソン
の設置状況が許す場合は目地材本体部11の片側にだけ
設け目地材を片側だけでケーソン端面に固定するように
してもよい。
In the above-described embodiment, the anchoring portions 19 are provided on both sides of the joint material main body 11, but if the installation state of the caisson permits, only the joint material 19 is provided on one side of the joint material main body 11. It may be fixed to the caisson end face alone.

【0031】また目地材本体は上記実施形態のものに限
らず、後述の図8に示すものの他各種の筒状目地材、さ
らに図12に示すような可撓板状部材からなる目地材に
も本発明を適用することができる。
Further, the joint material main body is not limited to the joint material of the above-described embodiment, but may be any of various cylindrical joint materials shown in FIG. 8 described later and a joint material made of a flexible plate member as shown in FIG. The present invention can be applied.

【0032】上記のように目地材10をケーソン1に取
付けた後、図5に示すように、本体部11の中空部内に
上端開口部から粗砂、アスファルトマスチック等の充填
材20を充填する。これにより、その充填材20の充填
圧によって本体部11が円形になる方向に膨出し、その
前面が隣接ケーソン2の端面に圧接されて密着する。
After the joint member 10 is attached to the caisson 1 as described above, the hollow portion of the main body 11 is filled with a filler 20 such as coarse sand or asphalt mastic through an opening at the upper end as shown in FIG. As a result, the main body 11 bulges in a circular direction due to the filling pressure of the filler 20, and the front surface thereof is pressed against the end surface of the adjacent caisson 2 to be in close contact therewith.

【0033】また、内袋13も、図5に示すように、充
填材20に押圧されて反転して本体部11の下端から下
側に押し出されると共に下端前面の切り欠き部14から
前方側に膨出し、基礎3のぐり石の上面及び隣接ケーソ
ン2の端面に圧接されて密着する。
As shown in FIG. 5, the inner bag 13 is also pressed by the filler 20 to be inverted and pushed out from the lower end of the main body 11 to the lower side. It bulges out and comes into close contact with the upper surface of the cobblestone of the foundation 3 and the end surface of the adjacent caisson 2.

【0034】施工後に、基礎及び地盤の締まり,沈下,
波浪による振動,ずれ,土圧による押出等によって、当
該目地材10が装着されたケーソン1と隣接する(目地
材10が圧接された)ケーソン2が目地幅が拡がる側に
相対変位した場合には、図6に示すように本体部11が
充填材20の圧力によって膨出して図7に示すように拡
幅し、隙間の発生を防ぐ。目地下端部においては、内袋
13の下方への膨出は勿論、切り欠き部14を介して前
方側への膨出によって、基礎3との間に隙間の発生を防
ぐ。ケーソン1,2の上下方向への相対変位に対して
も、切り欠き部14を介して内袋13が前方側へ膨出す
ることにより、基礎3の段差に柔軟に対応して密着状態
を維持することができる。このため、目地の下端部に空
隙が生ずることがなく、生じた隙間から浸水や内部の充
填物が流出することを防ぐことができるものである。
After the construction, the foundation and the ground are tightened, settled,
When the caisson 1 adjacent to the caisson 1 to which the joint material 10 is attached (the caisson 2 to which the joint material 10 is pressed) is relatively displaced to the side where the joint width is widened due to vibration, displacement due to waves, earth pressure extrusion, or the like. As shown in FIG. 6, the main body 11 expands due to the pressure of the filler 20 and widens as shown in FIG. At the underground end of the eye, not only the swelling of the inner bag 13 downward but also the swelling of the inner bag 13 to the front side via the cutout portion 14 prevents generation of a gap with the foundation 3. The inner bag 13 bulges forward through the notch 14 even when the caissons 1 and 2 are vertically displaced relative to each other. can do. Therefore, no gap is formed at the lower end of the joint, and it is possible to prevent flooding and outflow of the filling material from the formed gap.

【0035】次に、図8の全体斜視図を参照して、本発
明の目地構造に使用される目地材の本体部の他の例を説
明する。尚、上記実施形態と同機能の部位には同符号を
付し、説明を省略する。
Next, another example of the joint material body used in the joint structure of the present invention will be described with reference to the overall perspective view of FIG. The parts having the same functions as those in the above-described embodiment are denoted by the same reference numerals, and description thereof will be omitted.

【0036】図示目地材10′は、その本体部11の下
端に前述の実施形態と同様に内袋13が設けられると共
に、本体部11は切り欠かれずに下端まで延設され、内
袋13の切り欠き13Aと対応する前方側縁部に、折込
部15が形成されて構成されている。即ち、本体部11
の下端縁は水平に形成されているが、内袋13はその前
面側下縁が上側に切り欠かれてその下縁で本体部11に
接合されており、この内袋13の切り欠き13Aの前側
に位置する本体部11に折込部15が形成されているも
のである。
In the illustrated joint material 10 ', an inner bag 13 is provided at the lower end of the main body 11 similarly to the above-described embodiment, and the main body 11 is extended to the lower end without being cut off. A folded portion 15 is formed at the front side edge corresponding to the notch 13A. That is, the main body 11
The lower edge of the inner bag 13 is formed horizontally, but the lower edge of the front side of the inner bag 13 is cut out upward and joined to the main body 11 at the lower edge. The folding part 15 is formed in the main body part 11 located on the front side.

【0037】つまり、本構成では、内袋13の切り欠き
13Aと本体部11の折込部15が膨出許容部を構成す
ると共に、内袋13の切り欠き13Aの前側に位置する
本体部11の折込部15が保護部材を構成しているもの
である。
That is, in the present configuration, the notch 13A of the inner bag 13 and the folded portion 15 of the main body 11 constitute a bulging-allowing portion, and the notch 13A of the main body 11 located in front of the notch 13A of the inner bag 13. The folding part 15 constitutes a protection member.

【0038】折込部15は、本体部11の前板11A部
位に、長手方向に沿う襞15Aが所定間隔で複数条形成
されて構成されている。
The folded portion 15 is formed by forming a plurality of folds 15A along the longitudinal direction at predetermined intervals on the front plate 11A of the main body 11.

【0039】襞15Aは、内側に向かう楔状の断面形状
で、当該目地材10の長手方向には内袋13の切り欠き
13Aと対応する長さであって、下端の幅及び入り込み
量が最も大きく、上方に行くに従って断面形状が小さく
なるように形成されている。
The fold 15A has an inward wedge-shaped cross-sectional shape, has a length corresponding to the notch 13A of the inner bag 13 in the longitudinal direction of the joint material 10, and has the largest width at the lower end and the amount of entry. , The cross-sectional shape becomes smaller as going upward.

【0040】上記構成の折込部15は、その襞15Aが
伸展することによって容易に拡径変形可能である。その
結果、内袋13の前方側への膨出を妨げることがなく、
目地部の下端に形成された隙間に対する内袋13の追従
性を損なうことがないと共に、内袋13の前面側を覆っ
て保護するように作用する。尚、内袋13の保護の観点
からは、折込部15は本体部11と連続一体でなくても
内袋13の前面を覆うことができるものであれば良く、
また、襞15Aの形状もこれに限るものではなく内袋1
3の膨出を許容することができるものであれば良いもの
である。
The folded portion 15 having the above configuration can be easily expanded and deformed by expanding the fold 15A. As a result, it does not prevent the inner bag 13 from bulging forward.
It does not impair the ability of the inner bag 13 to follow the gap formed at the lower end of the joint, and acts to cover and protect the front side of the inner bag 13. In addition, from the viewpoint of protection of the inner bag 13, the folded portion 15 may be any as long as it can cover the front surface of the inner bag 13 without being continuous with the main body 11.
Further, the shape of the fold 15A is not limited to this, and the inner bag 1
What is necessary is just to be able to allow the bulging of No.3.

【0041】本構成の目地材10′も、前述の形態例と
同様に、施工後、縦断面図である図9に示すように本体
部11の中空部内に上端開口部から粗砂,アスファルト
マスチック等の充填材20を充填して施工され、その充
填材20の充填圧によって本体部11が円形になる方向
に膨出し、本体部11の前面が隣接ケーソン2の端面に
圧接されて密着する。内袋13も、図9に示すように、
充填材20に押圧されることによって反転して本体部1
1の下端から下側に押し出されて基礎3の上面に圧接さ
れて密着すると共に、前面の折込部15を前方側に押し
出して隣接ケーソン2の端面に圧接する。
The joint material 10 'of this configuration is also similar to the above-described embodiment, and after the construction, as shown in FIG. 9 which is a longitudinal sectional view, coarse sand and asphalt mastic are inserted into the hollow portion of the main body portion 11 from the upper end opening. The main body 11 bulges in a circular direction by the filling pressure of the filler 20, and the front surface of the main body 11 is pressed against the end face of the adjacent caisson 2 to be in close contact therewith. As shown in FIG.
The body 1 is inverted by being pressed by the filler 20.
1 is pushed downward from the lower end and pressed against the upper surface of the foundation 3, and at the same time, the folded portion 15 on the front surface is pushed forward and pressed against the end surface of the adjacent caisson 2.

【0042】施工後に基礎及び地盤の締まり,沈下,波
浪による振動,ずれ,土圧による押出等により隣接する
ケーソン1,2が相対変位して目地幅が拡がった場合に
は、縦断面図である図10に示すように、本体部11が
充填材20の圧力によって膨出して拡幅し、縦断面図で
ある図11に示すように隙間の発生を防ぐ。目地下端部
においては、内袋13の下方への膨出と、切り欠き13
Aを介して内袋13が前方側への膨出することによる折
込部15を拡径によって、基礎3との間に隙間が生ずる
ことを防ぎ、ケーソン1,2に上下方向の相対変位が生
じた場合にも、基礎3の段差に柔軟に対応して密着状態
を維持する。このため、空隙が生ずることがなく浸水や
内部の充填物の流出を防ぐことができると共に、内袋1
3の前面が折込部15によって覆われているために内袋
13の破損の虞がなく、耐久性も高いものと成し得るも
のである。
FIG. 4 is a longitudinal sectional view showing a case where the adjacent caissons 1 and 2 are relatively displaced due to tightening of the foundation and the ground, settlement of the ground, vibration due to waves, displacement, extruding due to earth pressure, etc., and the joint width is widened. As shown in FIG. 10, the main body 11 expands and widens due to the pressure of the filler 20 to prevent the generation of a gap as shown in FIG. 11 which is a longitudinal sectional view. At the basement end of the eye, the inner bag 13 bulges downward and the notch 13
A diameter of the folded part 15 caused by the inner bag 13 bulging forward through A prevents a gap from being formed between the folded part 15 and the foundation 3, and a relative displacement in the vertical direction occurs between the caisson 1 and 2. In this case, the contact state is maintained flexibly in accordance with the step of the foundation 3. For this reason, it is possible to prevent infiltration and outflow of the filling material inside without causing a void, and to prevent the inner bag 1
Since the front surface of the inner bag 3 is covered with the folded portion 15, there is no risk of the inner bag 13 being damaged, and the durability can be increased.

【0043】次に図12の平面図(一部を断面で示す)
を参照して、本発明の目地構造の他の実施形態について
説明する。なお、図1〜4の実施形態と同一機能の部位
は同一符号を付し、説明を省略する。
Next, a plan view of FIG. 12 (a part is shown in section)
With reference to, another embodiment of the joint structure of the present invention will be described. Parts having the same functions as in the embodiment of FIGS. 1 to 4 are denoted by the same reference numerals, and description thereof will be omitted.

【0044】本実施形態と図1〜4の実施形態との間の
主な相違点は、本実施形態においては、目地材30の本
体部31が、筒状でなく、ゴム・合成樹脂等からなる可
撓板状部材をM字形に曲げた状態で隣接するケーソン
1,2の端面間に伸縮可能に配設されるものであること
と、目地材30の両碇着部33,33は、図1〜4の実
施形態のように一方のケーソンでなく、一方の碇着部3
3が一方のケーソン1の端面上に、他方の碇着部33が
他方のケーソン2の端面上に配設されていることであ
る。
The main difference between this embodiment and the embodiment shown in FIGS. 1 to 4 is that, in this embodiment, the main body 31 of the joint material 30 is not cylindrical, but is made of rubber, synthetic resin, or the like. The flexible plate-shaped member is bent in an M-shape so as to be extendable and contractible between the end surfaces of the adjacent caissons 1 and 2, and the two anchoring portions 33 of the joint material 30 are: Instead of one caisson as in the embodiment of FIGS.
3 is provided on the end face of one caisson 1, and the other anchoring portion 33 is provided on the end face of the other caisson 2.

【0045】図12の実施形態においては、剛体部材を
構成する板状部材16はL形鋼からなり、板状部材16
と目地材30の装着フランジ32は碇着部33を構成す
る。板状部材16のケーソン端面に対向する碇着フラン
ジ部16eとケーソン端面1b,2bとの間には止水パ
ッキン34が介装されている。
In the embodiment shown in FIG. 12, the plate member 16 constituting the rigid member is made of L-shaped steel,
The mounting flange 32 of the joint material 30 forms an anchoring portion 33. A waterproof packing 34 is interposed between the anchoring flange portion 16e facing the caisson end surface of the plate-like member 16 and the caisson end surfaces 1b, 2b.

【0046】ケーソン1,2の頂部1a,2aに固定さ
れる固定板35はその一端部が直角に下方に折曲げられ
て下垂部35aが形成されており、この下垂部35aに
対して板状部材16の碇着フランジ部16eがボルト止
めにより固着されている。この目地構造の施工法は図1
〜4の実施形態の施工法と同様であるのでその説明を省
略する。
One end of the fixing plate 35 fixed to the tops 1a and 2a of the caissons 1 and 2 is bent downward at a right angle to form a hanging portion 35a. An anchoring flange portion 16e of the member 16 is fixed by bolting. The construction method of this joint structure is shown in Fig. 1.
Since the construction method is the same as that of the fourth to fourth embodiments, the description thereof is omitted.

【0047】[0047]

【発明の効果】以上述べたように、本発明によれば、目
地材の碇着部が目地材本体の下端から下方に突出する突
出下端部と目地材本体の上端から上方に突出する突出上
端部とを有する剛体部材を備えているので、碇着部をケ
ーソンの端面に配設し、剛体部材の突出上端部を打撃す
ることにより剛体部材の突出下端部を水底の地盤中に打
込むことができ、次いで必要に依り該突出上端部を切取
り、剛体部材の上端部をケーソンの頂部に固定される固
定部材に固着することにより目地材をケーソンの端面に
固定することができる。
As described above, according to the present invention, the anchoring portion of the joint material projects downward from the lower end of the joint material body and the projecting upper end projects upward from the upper end of the joint material body. Since the rigid member having the rigid member is provided, the anchoring portion is disposed on the end surface of the caisson, and the projecting lower end of the rigid member is driven into the ground at the bottom of the water by hitting the projecting upper end of the rigid member. Then, if necessary, the projecting upper end is cut off, and the joint member can be fixed to the end face of the caisson by fixing the upper end of the rigid member to a fixing member fixed to the top of the caisson.

【0048】したがって、既設のケーソンに目地材を取
付ける場合に作業員が目地内に入る必要がなく、ケーソ
ンの頂部において作業するだけで目地材をケーソンの端
面にしっかりと固定することができ、取付け後に波浪や
土砂により目地材が移動することがなく、目地材の機能
を充分に発揮することができる。
Therefore, when attaching the joint material to the existing caisson, the worker does not need to enter the joint, and the joint material can be firmly fixed to the end face of the caisson simply by working on the top of the caisson. Later, the joint material does not move due to waves and earth and sand, and the function of the joint material can be sufficiently exhibited.

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

【図1】本発明の目地構造の1実施形態を示す斜視図で
ある。
FIG. 1 is a perspective view showing one embodiment of a joint structure of the present invention.

【図2】同目地構造に使用する目地材の斜視図である。FIG. 2 is a perspective view of a joint material used for the joint structure.

【図3】図2の下端部側面図である。FIG. 3 is a side view of a lower end portion of FIG. 2;

【図4】図2のA−A断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 2;

【図5】施工後目地材本体部に充填材を充填した状態を
示す縦断面図である。
FIG. 5 is a longitudinal sectional view showing a state in which a filler is filled in a joint material main body after construction.

【図6】ケーソンの変位に対する目地材の追従過程を示
す縦断面図である。
FIG. 6 is a longitudinal sectional view showing a process of following a joint material with respect to displacement of a caisson.

【図7】ケーソンの変位に対し目地材が追従し終った状
態を示す縦断面図である。
FIG. 7 is a longitudinal sectional view showing a state in which the joint material has finished following the displacement of the caisson.

【図8】目地材本体部の他の例を示す斜視図である。FIG. 8 is a perspective view showing another example of a joint material main body.

【図9】図8の目地材に充填材を充填した状態を示す縦
断面図である。
FIG. 9 is a longitudinal sectional view showing a state in which a filler is filled in the joint material of FIG. 8;

【図10】ケーソンの変位に対する図8の目地材の追従
過程を示す縦断面図である。
FIG. 10 is a longitudinal sectional view showing a process of following the joint material of FIG. 8 with respect to the displacement of the caisson.

【図11】ケーソンの変位に対し図8の目地材が追従し
終った状態を示す縦断面図である。
FIG. 11 is a longitudinal sectional view showing a state in which the joint material of FIG. 8 has finished following the displacement of the caisson.

【図12】本発明の目地構造の他の実施形態を示す平面
図である。
FIG. 12 is a plan view showing another embodiment of the joint structure of the present invention.

【符号の説明】[Explanation of symbols]

1、2 ケーソン 10、10′、30 目地材(ケーソン用目地材) 11、31 本体部(目地状本体) 12 装着フランジ 13 内袋(袋状部材) 14 切欠き部(膨出許容部) 16 板状部材(剛体部材) 16a 突出下端部 16b 突出上端部 19、33 碇着部 24、35 固定板(固定部材) 1, 2 caisson 10, 10 ', 30 Joint material (joint material for caisson) 11, 31 Body part (joint-like main body) 12 Mounting flange 13 Inner bag (bag-like member) 14 Notch part (bulging allowable part) 16 Plate-like member (rigid member) 16a Projecting lower end 16b Projecting upper end 19, 33 Anchor 24, 35 Fixing plate (fixing member)

Claims (9)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 隣接配設されたケーソンの端面間に縦方
向に配設される目地材であって、ゴム・合成樹脂等の変
形可能な材料からなる目地材本体と、該目地材本体の少
くとも片側において目地材本体の長手方向に延長するよ
うに設けられた碇着部であってその全長にわたって延在
しさらに目地材本体の下端から下方に突出する突出下端
部を有する剛体部材を備える碇着部とを備える目地材の
該碇着部が一方のケーソンの端面上に配設されており、
該剛体部材の突出下端部が水底の地盤中に打設されると
ともに該剛体部材の上端部がケーソンの頂部に固定され
た固定部材に固着されることにより該目地材が該一方の
ケーソンの端面に固定されることを特徴とするケーソン
用目地構造。
1. A joint material longitudinally disposed between end faces of caissons arranged adjacent to each other, wherein the joint material main body is made of a deformable material such as rubber or synthetic resin. An anchoring portion provided on at least one side so as to extend in the longitudinal direction of the joint material main body, the rigid member including a projecting lower end portion extending over the entire length thereof and projecting downward from a lower end of the joint material main body. The anchoring portion of the joint material having the anchoring portion is disposed on an end surface of one caisson,
The projecting lower end of the rigid member is cast into the ground at the bottom of the water, and the upper end of the rigid member is fixed to a fixing member fixed to the top of the caisson so that the joint material is an end surface of the one caisson. A joint structure for caisson, characterized by being fixed to the caisson.
【請求項2】 該目地材本体は上端に充填材充填用の開
口を有する中空状に形成された筒体であり、該碇着部は
該筒体の背面側から側方に延長するフランジ部と、該フ
ランジ部に固定された前記剛体部材からなることを特徴
とする請求項1記載のケーソン用目地構造。
2. The joint material main body is a hollow cylindrical body having an opening for filling filler at an upper end, and the anchoring portion extends sideways from a back side of the cylindrical body. 2. The joint structure for a caisson according to claim 1, wherein the joint structure comprises the rigid member fixed to the flange portion.
【請求項3】 該目地材本体は該筒体の下端に袋状部材
が中空部内に凹状に嵌入状態で一体に接合されて設けら
れるとともに、該筒体の下端前側縁部に、該袋状部材の
前側への膨出を許容する膨出許容部が形成されて構成さ
れていることを特徴とする請求項2記載のケーソン用目
地構造。
3. The joint material main body is provided such that a bag-like member is integrally joined to a lower end of the cylindrical body in a state of being fitted into the hollow portion in a concave shape, and the bag-like member is attached to a front edge of a lower end of the cylindrical body. The joint structure for a caisson according to claim 2, wherein a swelling permitting portion that allows the member to swell to the front side is formed.
【請求項4】 該目地材本体は隣接配設されたケーソン
の端面間に伸縮可能に配設された可撓板状部材であり、
該碇着部は該目地材本体の両側に設けられており、一方
の側の碇着部が一方のケーソンの端面上に配設されてお
り、他方の側の碇着部が他方のケーソンの端面上に配設
されていることを特徴とする請求項1記載のケーソン用
目地構造。
4. The joint material main body is a flexible plate-like member arranged between the end faces of adjacently arranged caissons so as to be extendable and contractible.
The anchoring portions are provided on both sides of the joint material main body, and one anchoring portion is disposed on an end surface of one caisson, and the other anchoring portion is provided on the other caisson. The joint structure for caisson according to claim 1, wherein the joint structure is provided on an end face.
【請求項5】 隣接配設されたケーソンの端面間に縦方
向に配設される目地材であって、ゴム・合成樹脂等の変
形可能な材料からなる目地材本体と、該目地材本体の少
くとも片側において目地材本体の長手方向に延長するよ
うに設けられた碇着部であってその全長にわたって延在
しさらに目地材本体の下端から下方に突出する突出下端
部と目地材本体の上端から上方に突出する突出上端部を
有する剛体部材を備える碇着部とを備える目地材の該碇
着部を一方のケーソンの端面上に配設し、該剛体部材の
突出上端部を打撃することにより該剛体部材の突出下端
部を水底の地盤中に打設した後、該剛体部材の上端部を
ケーソンの頂部に固定される固定部材に固着することに
より該目地材を該一方のケーソンの端面に固定すること
を特徴とするケーソン用目地構造の施工法。
5. A joint material which is vertically arranged between end faces of caissons arranged adjacent to each other, wherein the joint material body is made of a deformable material such as rubber or synthetic resin. An anchoring portion provided on at least one side to extend in the longitudinal direction of the joint material main body, extending over the entire length thereof, further projecting from the lower end of the joint material main body, and projecting downward from the lower end thereof; and an upper end of the joint material main body An anchoring portion having a rigid member having a protruding upper end projecting upward from the joint member is disposed on an end surface of one caisson, and the projecting upper end of the rigid member is hit. After the projecting lower end of the rigid member is cast into the ground at the bottom of the water, the upper end of the rigid member is fixed to a fixing member fixed to the top of the caisson, thereby joining the joint material to the end surface of the one caisson. Characterized in that it is fixed to Construction method of joint structure.
【請求項6】 隣接配設されたケーソンの端面間に縦方
向に配設される目地材であって、ゴム・合成樹脂等の変
形可能な材料からなる目地材本体と、該目地材本体の少
くとも片側において目地材本体の長手方向に延長するよ
うに設けられた碇着部であってその全長にわたって延在
しさらに目地材本体の下端から下方に突出する突出下端
部と目地材本体の上端から上方に突出する突出上端部を
有する剛体部材を備える碇着部とを備えることを特徴と
するケーソン用目地材。
6. A joint material provided vertically between end faces of caissons arranged adjacent to each other, wherein the joint material body is made of a deformable material such as rubber or synthetic resin. An anchoring portion provided on at least one side to extend in the longitudinal direction of the joint material main body, extending over the entire length thereof, further projecting from the lower end of the joint material main body, and projecting downward from the lower end thereof; and an upper end of the joint material main body And an anchoring portion provided with a rigid member having a protruding upper end portion protruding upward from the joint.
【請求項7】 該目地材本体は上端に充填材充填用の開
口を有する中空状に形成された筒体であり、該碇着部は
該筒体の背面側から側方に延長するフランジ部と、該フ
ランジ部に固定された前記剛体部材からなることを特徴
とする請求項6記載のケーソン用目地材。
7. The joint material main body is a hollow cylindrical body having an opening for filling filler at an upper end, and the anchoring portion extends sideways from the rear side of the cylindrical body. 7. The joint material for caisson according to claim 6, comprising the rigid member fixed to the flange portion.
【請求項8】 該目地材本体は該筒体の下端に袋状部材
が中空部内に凹状に嵌入状態で一体に接合されて設けら
れるとともに、該筒体の下端前側縁部に、該袋状部材の
前側への膨出を許容する膨出許容部が形成されて構成さ
れていることを特徴とする請求項7記載のケーソン用目
地材。
8. The joint material main body is provided such that a bag-shaped member is integrally joined to a lower end of the cylindrical body in a state of being fitted into the hollow portion in a concave shape, and the bag-shaped member is attached to a front edge of the lower end of the cylindrical body. The joint material for caisson according to claim 7, wherein a swelling permitting portion that allows the member to swell to the front side is formed.
【請求項9】 該目地材本体は隣接配設されたケーソン
の端面間に伸縮可能に配設される可撓板状部材であり、
該碇着部は該目地材本体の両側に設けられており、一方
の側の碇着部が一方のケーソンの端面上に配設され、他
方の側の碇着部が他方のケーソンの端面上に配設される
ことを特徴とする請求項6記載のケーソン用目地材。
9. The joint material main body is a flexible plate-like member which is disposed between end faces of adjacently disposed caissons so as to be extendable and contractible.
The anchoring portions are provided on both sides of the joint material main body, one anchoring portion is provided on an end surface of one caisson, and the anchoring portion on the other side is provided on an end surface of the other caisson. The joint material for caisson according to claim 6, wherein the joint material is provided in a joint.
JP14110496A 1996-05-10 1996-05-10 Joint structure for caisson, its construction method and joint material for caisson Expired - Lifetime JP2831974B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14110496A JP2831974B2 (en) 1996-05-10 1996-05-10 Joint structure for caisson, its construction method and joint material for caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14110496A JP2831974B2 (en) 1996-05-10 1996-05-10 Joint structure for caisson, its construction method and joint material for caisson

Publications (2)

Publication Number Publication Date
JPH09302670A JPH09302670A (en) 1997-11-25
JP2831974B2 true JP2831974B2 (en) 1998-12-02

Family

ID=15284284

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14110496A Expired - Lifetime JP2831974B2 (en) 1996-05-10 1996-05-10 Joint structure for caisson, its construction method and joint material for caisson

Country Status (1)

Country Link
JP (1) JP2831974B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4527041B2 (en) * 2005-10-04 2010-08-18 西武ポリマ化成株式会社 Joint structure of structure and its construction method
JP5026190B2 (en) * 2007-08-13 2012-09-12 中国電力株式会社 Method of closing the pier gap, gap material, and pier

Also Published As

Publication number Publication date
JPH09302670A (en) 1997-11-25

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