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JPH10102522A - Water stop panel for submerged caisson final joint section - Google Patents

Water stop panel for submerged caisson final joint section

Info

Publication number
JPH10102522A
JPH10102522A JP8261026A JP26102696A JPH10102522A JP H10102522 A JPH10102522 A JP H10102522A JP 8261026 A JP8261026 A JP 8261026A JP 26102696 A JP26102696 A JP 26102696A JP H10102522 A JPH10102522 A JP H10102522A
Authority
JP
Japan
Prior art keywords
panel
water stop
rubber bag
submerged
final joint
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.)
Granted
Application number
JP8261026A
Other languages
Japanese (ja)
Other versions
JP3546115B2 (en
Inventor
Masao Yasukawa
昌夫 保川
Katsuaki Mitani
勝明 三谷
Hirofumi Tatsu
弘文 達
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP26102696A priority Critical patent/JP3546115B2/en
Publication of JPH10102522A publication Critical patent/JPH10102522A/en
Application granted granted Critical
Publication of JP3546115B2 publication Critical patent/JP3546115B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To simply fit a water stop panel without requiring the installation of a strut steel material when a sunk submerged caisson final joint section is connected. SOLUTION: A rubber bag 13 is provided between an outside panel 11 and an inside panel 12 to form a water stop panel 10. A guide 20 and an electromagnet 21 are provided on the outer wall face of a submerged caisson 17. When the water stop panel 10 is to be fitted to a submerged caisson final joint section 16, a guide groove 15 provided on the outside panel 11 is engaged with the guide 20 of the submerged caisson 17, and the outside panel 11 is attracted to the outer wall face by the action of the electromagnet 21. A solidifying material 23 is forcedly fed into the rubber bag 13 to expand it, and the end face of the submerged caisson 17 is pressure bonded by the end section of the rubber bag 13. After the solidifying material is hardened and the water stop panel 10 is fixed to the water stop state, the water between bulkheads 19, 19 is discharged, and the submerged caissons 17, 17 are connected by water pressure.

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】本発明は沈埋トンネルを構築
する際に沈設された沈埋函最終継手部の止水パネルに関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stop panel of a final joint of a buried box laid when a buried tunnel is constructed.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】従来、
沈埋トンネルを構築する際は沈埋函を沈設して順次連結
していき、沈埋函最終継手部は一般的に止水パネル方式
で接続している。しかし、止水パネル方式は排水による
ゴムガスケットの反力を一時的に受けるため、潜水夫の
作業によって沈埋函の端面間に反力受けのストラット鋼
材を設置する必要がある。
2. Description of the Related Art
When constructing a submerged tunnel, a submerged box is submerged and connected sequentially, and the final joint of the submerged box is generally connected by a waterproof panel method. However, since the water stop panel system temporarily receives the reaction force of the rubber gasket due to drainage, it is necessary to install a strut steel member for receiving the reaction force between the end faces of the immersion box by the work of the diver.

【0003】また、側面の止水パネルを設置した後に底
面の止水パネルを設置するのが困難であり、潜水夫の作
業時間が長くなることが多い。更に、止水パネル間の止
水性を確保するのに手間が掛かりコストアップの要因に
なっている。
In addition, it is difficult to install the water stop panel on the bottom surface after installing the water stop panel on the side surface, and the work time of the diver often becomes long. Further, it takes time and effort to secure the water stoppage between the water stop panels, which causes a cost increase.

【0004】そこで、沈設された沈埋函最終継手部を接
続するに際して、ストラット鋼材の設置をなくすととも
に止水パネルの取り付けを簡単にし、潜水夫の作業を極
力少なくしてコストダウンを図るために解決すべき技術
的課題が生じてくるのであり、本発明はこの課題を解決
することを目的とする。
[0004] Therefore, when connecting the final joint of the buried submerged box, the solution is to eliminate the installation of strut steel, simplify the installation of the water stop panel, reduce the work of the diver as much as possible, and reduce the cost. The technical problem to be solved arises, and the present invention aims to solve this problem.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたものであり、順次沈設して連結さ
れた沈埋函最終継手部の止水パネルに於いて、該止水パ
ネルは外側パネルと内側パネルとからなり、且つ、その
間に膨張可能なゴム袋を介装してあり、一方、沈埋函最
終継手部の外壁面に電磁石を設置して前記外側パネルを
吸着可能にし、且つ、この外壁面にガイドを突設すると
ともに該ガイドに係合するガイド溝を前記外側パネルに
設け、更に、前記ゴム袋へ固化材を圧入して膨張させた
ときに、ゴム袋の端部にて沈埋函の端面を圧接するよう
に形成するとともに、前記止水パネルのゴム袋とこれに
隣接する止水パネルのゴム袋との間に、チューブ形のパ
ッキンを設けた沈埋函最終継手部の止水パネルを提供す
るものである。
DISCLOSURE OF THE INVENTION The present invention has been proposed to achieve the above-mentioned object, and in a water stop panel of a final joint of a buried box which is sequentially laid and connected, the water stop panel is provided. Consists of an outer panel and an inner panel, and has an inflatable rubber bag interposed between them, while an electromagnet is installed on the outer wall surface of the final joint of the submerged box to allow the outer panel to be attracted, A guide groove is provided on the outer wall surface and a guide groove for engaging with the guide is provided on the outer panel. Further, when the solidified material is pressed into the rubber bag and inflated, an end of the rubber bag is formed. The final joint part of the submerged box in which a tube-shaped packing is provided between the rubber bag of the water-stop panel and the rubber bag of the water-stop panel adjacent thereto while forming the end face of the submerged box in pressure contact with To provide a waterproof panel.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を図面
に従って詳述する。図1乃至図3は沈埋函最終継手部の
止水パネル10を示し、鋼鉄製またはプレキャストコン
クリート製の外側パネル11と内側パネル12とを2枚
合わせにし、且つ、その間に膨張可能なゴム袋13を介
装してある。該ゴム袋13は外側パネル11の下面と内
側パネル12の上面に貼着されており、外側パネル11
の上面に突設した注入口14から流体を注入することに
より、二点鎖線で示すように、該ゴム袋13が膨張して
外側パネル11と内側パネル12とが離間するように形
成してある。また、外側パネル11の左右両端にガイド
溝15を設ける。このガイド溝15のピッチは、後述す
る沈埋函外壁面に突設したガイド20の間隔と同一ピッ
チにする。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIGS. 1 to 3 show a waterproof panel 10 at the final joint of a submerged box, in which two outer panels 11 and inner panels 12 made of steel or precast concrete are put together, and an inflatable rubber bag 13 is interposed therebetween. Is interposed. The rubber bag 13 is attached to the lower surface of the outer panel 11 and the upper surface of the inner panel 12.
By injecting a fluid from an inlet 14 protruding from the upper surface of the rubber bag 13, the rubber bag 13 is formed so as to expand and the outer panel 11 and the inner panel 12 are separated from each other as shown by a two-dot chain line. . Further, guide grooves 15 are provided at both left and right ends of the outer panel 11. The pitch of the guide grooves 15 is the same as the interval between the guides 20 projecting from the outer wall surface of the submerged box described later.

【0007】図4及び図5は沈埋函最終継手部16を示
し、沈設された沈埋函17の端面には段設部18を設け
てあり、沈埋函17の内部はバルクヘッド19で遮蔽さ
れている。沈埋函17の外壁面には所定間隔でガイド2
0を突設し、二点鎖線で示すように、止水パネル10を
装着する際に前記ガイド溝15をこのガイド20へ係合
すれば、止水パネル10は正確に位置決めされて沈埋函
最終継手部16に取り付けられる。従って、止水パネル
10を装着したときに取り付け位置を微調整する必要は
ない。
FIGS. 4 and 5 show a final joint 16 of the submerged box. A stepped portion 18 is provided on an end face of the submerged box 17, and the inside of the submerged box 17 is shielded by a bulkhead 19. I have. Guides 2 are provided at predetermined intervals on the outer wall of
As shown by the two-dot chain line, if the guide groove 15 is engaged with the guide 20 when the water stop panel 10 is mounted, the water stop panel 10 is accurately positioned and the final It is attached to the joint 16. Therefore, it is not necessary to finely adjust the mounting position when the water stop panel 10 is mounted.

【0008】ここで、前記段設部18に電磁石21を設
置する。該電磁石21は沈埋函17の外壁面に適宜間隔
で埋設され、鋼鉄製の止水パネル10を装着する際には
沈埋函17の内部から電磁石21を作動して、外側パネ
ル11の裏面を磁力にて吸着する。例えば、沈埋函最終
継手部16の底面側に止水パネル10を装着する場合
は、施工箇所の近傍に止水パネル10をセットすれば、
電磁石21により止水パネル10が沈埋函17に吸着さ
れて保持される。従って、止水パネル10の保持が容易
となり、従来は長時間に亘って行われていた潜水夫の作
業が著しく短縮される。
Here, an electromagnet 21 is installed on the stepped portion 18. The electromagnets 21 are buried at appropriate intervals on the outer wall surface of the submerged box 17. When the steel water-stop panel 10 is mounted, the electromagnets 21 are actuated from the inside of the submerged box 17 to apply magnetic force to the back surface of the outer panel 11. Adsorb at. For example, when installing the water stop panel 10 on the bottom side of the buried box final joint part 16, if the water stop panel 10 is set near the construction location,
The water stop panel 10 is attracted to and held by the submerged box 17 by the electromagnet 21. Therefore, the holding of the water stop panel 10 becomes easy, and the work of the diver, which has conventionally been performed for a long time, is significantly reduced.

【0009】沈埋函最終継手部16に止水パネル10を
順次装着し、沈埋函17,17の間を止水パネル10で
被蔽した後は、図6に示すように、外側パネル11の上
面に突設した注入口14にホース22を接続する。第1
工程では、一つ置きの止水パネル10の注入口14に夫
々ホース22を接続し、前記ゴム袋13内にセメント系
或いはそれに類する固化材23を圧入する。然るとき
は、ゴム袋13が膨張して沈埋函17,17の端面をゴ
ム袋13の左右両端部が圧接するとともに、図3の二点
鎖線で示したように、ゴム袋13の前後両端部が止水パ
ネル10の両側から少しはみ出す。ゴム袋13の前端ま
たは後端には、チューブ形のパッキン24を装着してお
く。
After the water stop panel 10 is sequentially mounted on the final joint 16 of the submerged box, and the space between the submerged boxes 17, 17 is covered with the water stop panel 10, as shown in FIG. The hose 22 is connected to the injection port 14 protruding from. First
In the process, hoses 22 are respectively connected to the inlets 14 of every other water stop panel 10, and a cement material or a similar solidifying material 23 is pressed into the rubber bag 13. In such a case, the rubber bag 13 expands and the right and left ends of the rubber bag 13 press against the end faces of the sunk boxes 17, 17, and the front and rear ends of the rubber bag 13, as shown by the two-dot chain line in FIG. 3. The part slightly protrudes from both sides of the water stop panel 10. A tube-shaped packing 24 is attached to the front end or the rear end of the rubber bag 13.

【0010】膨張して硬化したゴム袋13は、バルクヘ
ッド19,19間の水を排水するときに止水材の役目を
受け持つとともに、沈埋函17,17の端面間に生じる
反力を受けるストラットの役目を果たす。尚、図7に示
すように、沈埋函17の端面に凹部25(または凸部)
を設けておく。
The expanded and hardened rubber bag 13 serves as a water-stopping material when draining water between the bulkheads 19 and 19, and receives a reaction force generated between the end faces of the submerged boxes 17 and 17. Serve the role of. In addition, as shown in FIG. 7, a concave portion 25 (or a convex portion)
Is provided.

【0011】そして、ゴム袋13内の固化材が固まった
後、第2工程では、残りの止水パネル10の注入口14
に夫々ホース22を接続し、ゴム袋13内に固化材23
を圧入して膨張させる。このとき、隣接する止水パネル
10がゴム袋13の膨張によって相互に干渉しないよう
に、予め止水パネル10,10の前後間隙を最適寸法に
設定しておく。
After the solidified material in the rubber bag 13 is solidified, in the second step, the injection port 14 of the remaining water stop panel 10 is formed.
Hoses 22 are respectively connected to the solidified material 23 in the rubber bag 13.
To inflate. At this time, the front and rear gaps between the water stop panels 10 and 10 are set in advance to optimal dimensions so that the adjacent water stop panels 10 do not interfere with each other due to the expansion of the rubber bag 13.

【0012】図8に示すように、各ゴム袋13が硬化し
た時点で、前記チューブ形のパッキン24内に固化材を
圧入して膨張させ、隣接する止水パネル10,10のゴ
ム袋13,13間の止水を行う。このパッキン24によ
り止水パネル10,10間の止水が確実になされる。そ
して、このパッキン24内の固化材が固まり、すべての
止水パネル10が止水された状態で固定された後に、前
記電磁石21の作動を解除する。
As shown in FIG. 8, when each of the rubber bags 13 is hardened, the solidified material is press-fitted into the tube-shaped packing 24 so as to expand, and the rubber bags 13 of the adjacent waterproofing panels 10, 10 are expanded. Water stoppage between 13 is performed. The packing 24 ensures that the water is stopped between the water stop panels 10 and 10. Then, after the solidified material in the packing 24 is solidified and all the water blocking panels 10 are fixed in a water stopped state, the operation of the electromagnet 21 is released.

【0013】而して、沈埋函最終継手部16の双方のバ
ルクヘッド19,19間の水をポンプで排水し、沈埋函
17,17を水圧接合する。このとき、止水パネル10
には沈埋函17,17が引き寄せられる方向に応力が作
用するが、硬化したゴム袋13がトンネル軸方向の反力
となる。また、図7で説明した凹部25(または凸部)
が、止水パネル10のトンネル軸直角方向の剪断力に対
する支えとなる。
The water between the bulkheads 19 of the final joint 16 of the buried box is drained by a pump, and the buried boxes 17 are hydraulically joined. At this time, the water stop panel 10
, A stress acts in a direction in which the buried boxes 17, 17 are drawn, but the cured rubber bag 13 acts as a reaction force in the tunnel axial direction. Also, the concave portion 25 (or convex portion) described in FIG.
This serves as a support for the shearing force of the water stop panel 10 in the direction perpendicular to the tunnel axis.

【0014】尚、本発明は、本発明の精神を逸脱しない
限り種々の改変を為すことができ、そして、本発明が該
改変されたものに及ぶことは当然である。
The present invention can be variously modified without departing from the spirit of the present invention, and the present invention naturally extends to the modified ones.

【0015】[0015]

【発明の効果】以上説明したように、本発明では沈埋函
最終継手部に止水パネルを装着する際に、沈埋函の外壁
面に突設したガイドに止水パネルのガイド溝を係合させ
て位置決めを行い、電磁石の作動によって止水パネルを
外壁面に吸着させる。従って、止水パネルの位置合わせ
が正確で微調整の必要がなく、止水パネルの保持性も良
好である。また、固化材で膨張したゴム袋の端部にて沈
埋函の端面を圧接するので、高い止水性を確保できると
ともに沈埋函の端面間に生じる反力を該ゴム袋にて受け
ることが出来る。このため、従来必要とされていたスト
ラット鋼材の設置が不要となり、潜水夫の作業を減少で
きる。
As described above, according to the present invention, when the waterproofing panel is mounted on the final joint of the buried box, the guide groove of the waterproofing panel is engaged with the guide projecting from the outer wall surface of the buried box. The water stop panel is attracted to the outer wall surface by the operation of the electromagnet. Therefore, the positioning of the water stop panel is accurate and does not require fine adjustment, and the water stop panel has good holding properties. Further, since the end face of the sunk box is pressed against the end of the rubber bag expanded with the solidified material, high waterproofness can be ensured and the reaction force generated between the end faces of the sunk box can be received by the rubber bag. For this reason, the installation of the strut steel material which has been required conventionally becomes unnecessary, and the work of the diver can be reduced.

【0016】斯くして、沈埋函最終継手部の止水性が向
上し、止水パネルのみで確実に止水できるとともに、止
水パネルの取付作業が簡略化され、工期を短縮してコス
トダウンを図ることができる。
In this way, the waterproofness of the final joint of the submerged box is improved, water can be reliably stopped only with the waterproofing panel, the work of mounting the waterproofing panel is simplified, the construction period is shortened, and the cost is reduced. Can be planned.

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

図は本発明の実施の形態を示すものである。 The figure shows an embodiment of the present invention.

【図1】止水パネルの正面図。FIG. 1 is a front view of a water stop panel.

【図2】止水パネルの平面図。FIG. 2 is a plan view of a water stop panel.

【図3】止水パネルの底面図。FIG. 3 is a bottom view of the water stop panel.

【図4】沈埋函最終継手部の断面図。FIG. 4 is a cross-sectional view of the final joint part of the submerged box.

【図5】沈埋函最終継手部の拡大平面図。FIG. 5 is an enlarged plan view of a final joint portion of the buried box.

【図6】止水パネルのゴム袋へ固化材を圧入した状態の
沈埋函最終継手部の断面図。
FIG. 6 is a cross-sectional view of the final joint of the submerged box in a state where the solidified material is pressed into the rubber bag of the water stop panel.

【図7】沈埋函の端面に凹部を設けた沈埋函最終継手部
の拡大断面図。
FIG. 7 is an enlarged cross-sectional view of a final joint of the immersion box in which a concave portion is provided on an end surface of the immersion box.

【図8】隣接する止水パネルのゴム袋間に設けたパッキ
ンを示す拡大断面図。
FIG. 8 is an enlarged cross-sectional view showing a packing provided between rubber bags of adjacent water stop panels.

【符号の説明】[Explanation of symbols]

10 止水パネル 11 外側パネル 12 内側パネル 13 ゴム袋 15 ガイド溝 16 沈埋函最終継手部 17 沈埋函 20 ガイド 21 電磁石 23 固化材 24 パッキン DESCRIPTION OF SYMBOLS 10 Water stop panel 11 Outer panel 12 Inner panel 13 Rubber bag 15 Guide groove 16 Final joint of buried box 17 Buried box 20 Guide 21 Electromagnet 23 Solidification material 24 Packing

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 順次沈設して連結された沈埋函最終継手
部の止水パネルに於いて、該止水パネルは外側パネルと
内側パネルとからなり、且つ、その間に膨張可能なゴム
袋を介装してあり、一方、沈埋函最終継手部の外壁面に
電磁石を設置して前記外側パネルを吸着可能にし、且
つ、この外壁面にガイドを突設するとともに該ガイドに
係合するガイド溝を前記外側パネルに設け、更に、前記
ゴム袋へ固化材を圧入して膨張させたときに、ゴム袋の
端部にて沈埋函の端面を圧接するように形成するととも
に、前記止水パネルのゴム袋とこれに隣接する止水パネ
ルのゴム袋との間に、チューブ形のパッキンを設けたこ
とを特徴とする沈埋函最終継手部の止水パネル。
1. A waterproofing panel of a final joint of a buried box, which is sequentially sunk and connected, wherein the waterproofing panel includes an outer panel and an inner panel, and an inflatable rubber bag is interposed therebetween. On the other hand, an electromagnet is installed on the outer wall surface of the final joint part of the submerged box to enable the outer panel to be attracted, and a guide groove is formed on the outer wall surface by projecting a guide and engaging with the guide. It is provided on the outer panel, and when the solidified material is press-fitted into the rubber bag and expanded, the end face of the rubber bag is formed so as to be pressed against the end face of the rubber bag, and the rubber of the water stop panel is formed. A watertight panel at a final joint of a submerged box, wherein a tube-shaped packing is provided between a bag and a rubber bag of a waterproof panel adjacent to the bag.
JP26102696A 1996-10-01 1996-10-01 Waterproof panel mounting device for the final joint of a buried box Expired - Fee Related JP3546115B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26102696A JP3546115B2 (en) 1996-10-01 1996-10-01 Waterproof panel mounting device for the final joint of a buried box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26102696A JP3546115B2 (en) 1996-10-01 1996-10-01 Waterproof panel mounting device for the final joint of a buried box

Publications (2)

Publication Number Publication Date
JPH10102522A true JPH10102522A (en) 1998-04-21
JP3546115B2 JP3546115B2 (en) 2004-07-21

Family

ID=17356023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26102696A Expired - Fee Related JP3546115B2 (en) 1996-10-01 1996-10-01 Waterproof panel mounting device for the final joint of a buried box

Country Status (1)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11229414A (en) * 1998-02-10 1999-08-24 Penta Ocean Constr Co Ltd Submerged box joining method
CN104775449A (en) * 2015-02-16 2015-07-15 中交四航局第二工程有限公司 Water stop belt installing method for large-scale sunken pipe
CN106436762A (en) * 2016-11-19 2017-02-22 中铁隧道勘测设计院有限公司 Underwater channel
CN111395398A (en) * 2020-03-20 2020-07-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11229414A (en) * 1998-02-10 1999-08-24 Penta Ocean Constr Co Ltd Submerged box joining method
CN104775449A (en) * 2015-02-16 2015-07-15 中交四航局第二工程有限公司 Water stop belt installing method for large-scale sunken pipe
CN106436762A (en) * 2016-11-19 2017-02-22 中铁隧道勘测设计院有限公司 Underwater channel
CN111395398A (en) * 2020-03-20 2020-07-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof
CN111395398B (en) * 2020-03-20 2021-12-10 华侨大学 Immersed tube structure suitable for high flow velocity and construction method thereof

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