JPH04330195A - Method for watertight joining of final sunken caisson to abutment - Google Patents
Method for watertight joining of final sunken caisson to abutmentInfo
- Publication number
- JPH04330195A JPH04330195A JP3191313A JP19131391A JPH04330195A JP H04330195 A JPH04330195 A JP H04330195A JP 3191313 A JP3191313 A JP 3191313A JP 19131391 A JP19131391 A JP 19131391A JP H04330195 A JPH04330195 A JP H04330195A
- Authority
- JP
- Japan
- Prior art keywords
- abutment
- final
- box
- caisson
- immersed
- 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
Links
- 238000000034 method Methods 0.000 title claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 17
- 239000003566 sealing material Substances 0.000 claims description 11
- 238000009933 burial Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004589 rubber sealant Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、沈埋トンネルのアプロ
ーチ部で製作した沈埋函の後端部をアバットに水密的に
接合する技術に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for watertightly joining the rear end of an immersed box manufactured at the approach section of an immersed tunnel to an abutment.
【0002】0002
【従来技術とその問題点】沈埋トンネルのアプローチ部
を沈埋函の製作ヤードに利用して沈埋トンネルを施工す
る場合は、アプローチ部にドックを設けて沈埋函の製作
とその引き出しを繰り返すが、最後の任意数の沈埋函を
製作した段階で、沈埋トンネル部とアプローチ部との境
界には沈埋函の端部を支持するアバットが築造されるの
で、少なくとも沈埋函の最終函の引き出しはアバット部
を通して行われることになる。[Prior art and its problems] When constructing an immersed tunnel by using the approach part of the immersed tunnel as a production yard for immersed boxes, a dock is provided at the approach part and the production and withdrawal of the immersed boxes are repeated. At the stage where an arbitrary number of immersed boxes have been manufactured, an abutment is built at the boundary between the immersed tunnel part and the approach part to support the end of the immersed box, so at least the final box of the immersed box can be pulled out through the abutment part. It will be done.
【0003】ところで、図1〜図3に示すように、沈埋
函の最終函1の後端部には、最終函1の沈設状態におい
てその上端が水面上に突出するウィング2が設けられ、
アプローチ部Aからアバット3の側壁部4,4間を通し
て引き出された最終函1は、沈められ、その後端部がア
バット3の底部5に支持された状態でアバット3に水密
的に接合されるが、従来は、その接合の内、底部の接合
は勿論のこと、側部の接合(ウィング2の側面とアバッ
ト3の側壁部4との間の接合)も、ゴムシール材を用い
て行っているのが一般的である。By the way, as shown in FIGS. 1 to 3, a wing 2 is provided at the rear end of the final submerged box 1, the upper end of which protrudes above the water surface when the final submerged box 1 is in the submerged state.
The final box 1 pulled out from the approach part A through between the side walls 4, 4 of the abutment 3 is submerged and joined to the abutment 3 in a watertight manner with its rear end supported by the bottom 5 of the abutment 3. Conventionally, among these joints, not only the bottom joint but also the side joint (the joint between the side surface of the wing 2 and the side wall portion 4 of the abutment 3) were performed using a rubber sealing material. is common.
【0004】そして、前述の従来技術では、ウィング2
の側面とアバット3の側壁部4との間の間隙Lを大きく
することに限度があり、最終函1がアバット3を通過す
る際の余裕が少ないため、最終函1の引き出しや沈設を
安全かつ正確に行えないという問題点があった。[0004] In the above-mentioned prior art, the wing 2
There is a limit to increasing the gap L between the side wall of the abutment 3 and the side wall 4 of the abutment 3, and there is little margin for the final box 1 to pass through the abutment 3. There was a problem that it could not be done accurately.
【0005】[0005]
【発明の目的と構成】本発明は前記従来技術の問題点を
解消することを目的としてなされたものであって、本発
明方法の構成上の特徴は、沈埋トンネルのアプローチ部
で製作した沈埋函の最終函をアバットの両側壁部間を通
して引き出し、この最終函の後端部をゴムシール材を介
してアバットの底部に載置・接合した後、最終函の後端
部のウィングの側面に取り付けたニューマチック式のゴ
ムシール材とアバットの側壁部との間の間隙に鋼材を挿
入して、側部を水密的に接合する点にある。OBJECTS AND CONSTRUCTION OF THE INVENTION The present invention has been made for the purpose of solving the problems of the prior art, and the structural feature of the method of the present invention is that an immersed box manufactured at the approach part of an immersed tunnel The final box was pulled out between both side walls of the abutment, and the rear end of the final box was placed and joined to the bottom of the abutment via a rubber sealant, and then attached to the side of the wing at the rear end of the final box. A steel material is inserted into the gap between the pneumatic rubber sealing material and the side wall of the abutment, and the sides are joined in a watertight manner.
【0006】前記特徴とする構成から明らかなように、
本発明方法では、沈埋函の最終函とアバットとを水密的
に接合するに当たり、底部の接合は従来と同様にゴムシ
ール材のみを用いて行うが、側部の接合はニューマチッ
ク式のゴムシール材と鋼材とを併用して行っている。[0006] As is clear from the above-mentioned characteristic configuration,
In the method of the present invention, when the final box of the immersed burial case and the abutment are watertightly joined, the bottom part is joined using only a rubber sealing material as in the past, but the side parts are joined using a pneumatic rubber sealing material. This is done in combination with steel materials.
【0007】[0007]
【実施例の説明】沈埋函の最終函とアバットとの接合に
おいて、底部の接合は従来のとおりであるのでその説明
は省略し、以下、側部の接合について具体的に説明する
。[Description of the Embodiment] In joining the final box of the immersed burial box and the abutment, the bottom part is joined as in the conventional manner, so a description thereof will be omitted, and the side part joining will be specifically explained below.
【0008】図4において、6は最終函1の後端部のウ
ィング2の側面に予め装着されているニューマチック式
のゴムシール材、7はゴムシール材6とアバットの側壁
部4との間に挿入される鋼材であり、図示の鋼材7は角
型鋼管で、側壁部4の端面に装着したH型鋼8のフラン
ジに案内されて挿入されるが、H型鋼8には鋼材7との
間の止水性確保のために予めゴムシール材10を取り付
けておく。In FIG. 4, reference numeral 6 denotes a pneumatic rubber sealing material that is installed in advance on the side surface of the wing 2 at the rear end of the final box 1, and 7 inserts between the rubber sealing material 6 and the side wall portion 4 of the abutment. The illustrated steel material 7 is a rectangular steel tube, which is inserted while being guided by the flange of an H-shaped steel 8 attached to the end surface of the side wall 4. However, the H-shaped steel 8 has a stop between it and the steel material 7. A rubber sealing material 10 is attached in advance to ensure water resistance.
【0009】ゴムシール材6は最初は内部の空気を吸引
して潰した状態にしておき、鋼材7を挿入した後、吸引
を解除し、膨張させて鋼材7に密着させる。そして、鋼
材7の中空部には中詰めコンクリートを施し、鋼材7と
H型鋼8との間の空隙には止水用のモルタルを注入する
。The rubber sealing material 6 is initially kept in a collapsed state by suctioning the air inside, and after inserting the steel material 7, the suction is released and the rubber sealing material 6 is expanded and brought into close contact with the steel material 7. Then, filling concrete is applied to the hollow part of the steel material 7, and mortar for water stopping is injected into the gap between the steel material 7 and the H-shaped steel 8.
【0010】なお、図中、9は二次止水用のΩ形のゴム
シール材を示している。In the figure, reference numeral 9 indicates an Ω-shaped rubber sealing material for secondary water stoppage.
【0011】[0011]
【発明の効果】本発明では、沈埋函の最終函とアバット
との止水接合を前述のようにして行うので、ゴム止水材
を用いるにも拘らず、最終函とアバットとの間に十分な
間隙(余裕)を確保することができ、最終函の引き出し
と沈設とを安全かつ確実に行うことができるのみならず
、この間隙を鋼材で簡単に閉塞して止水性に富む接合部
を形成することができるという効果が期待できる。[Effects of the Invention] In the present invention, the final box of the submerged burial box and the abutment are watertightly bonded as described above, so even though the rubber watertight material is used, there is sufficient space between the final box and the abutment. Not only can the final box be pulled out and deposited safely and reliably, but this gap can be easily closed with steel material to form a joint with excellent water-stop properties. The effect of being able to do this can be expected.
【図1】アプローチ部から沈埋函の最終函を引き出すと
きの状態を示す側面図である。FIG. 1 is a side view showing the state when the final submerged box is pulled out from the approach section.
【図2】引き出した最終函を沈設するときの状態を示す
正面図である。FIG. 2 is a front view showing the state when the final box that has been pulled out is sunk.
【図3】図2の状態の平面図である。FIG. 3 is a plan view of the state shown in FIG. 2;
【図4】側部の接合態様を説明するための平面図である
。FIG. 4 is a plan view for explaining how the side parts are joined.
1:最終函、2:ウィング、3:アバット、4:側壁部
、5:底部、6:ゴムシール材、7:鋼材、8:H型鋼
、9:ゴムシール材、10:ゴムシール材。1: Final box, 2: Wing, 3: Abutment, 4: Side wall, 5: Bottom, 6: Rubber seal material, 7: Steel material, 8: H-shaped steel, 9: Rubber seal material, 10: Rubber seal material.
Claims (1)
た沈埋函の最終函をアバットの両側壁部間を通して引き
出し、この最終函の後端部をゴムシール材を介してアバ
ットの底部に載置・接合した後、最終函の後端部のウィ
ングの側面に取り付けたニューマチック式のゴムシール
材とアバットの側壁部との間の間隙に鋼材を挿入して、
側部を水密的に接合することを特徴とする沈埋函の最終
函とアバットとの水密接合方法。[Claim 1] The final box of the immersed box produced at the approach part of the immersed tunnel was pulled out between both side walls of the abutment, and the rear end of this final box was placed and joined to the bottom of the abutment via a rubber sealing material. After that, insert a steel material into the gap between the pneumatic rubber seal material attached to the side of the wing at the rear end of the final box and the side wall of the abutment.
A method for watertightly joining the final box of an immersed burial box and an abutment, characterized by watertightly joining the sides.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3191313A JP2819439B2 (en) | 1991-04-30 | 1991-04-30 | Watertight joining method between the final box and the abutment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3191313A JP2819439B2 (en) | 1991-04-30 | 1991-04-30 | Watertight joining method between the final box and the abutment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04330195A true JPH04330195A (en) | 1992-11-18 |
JP2819439B2 JP2819439B2 (en) | 1998-10-30 |
Family
ID=16272482
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3191313A Expired - Fee Related JP2819439B2 (en) | 1991-04-30 | 1991-04-30 | Watertight joining method between the final box and the abutment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2819439B2 (en) |
-
1991
- 1991-04-30 JP JP3191313A patent/JP2819439B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2819439B2 (en) | 1998-10-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6124764Y2 (en) | ||
KR930001139B1 (en) | Anchor | |
US2192567A (en) | Building construction | |
JPH04330195A (en) | Method for watertight joining of final sunken caisson to abutment | |
JP3135833B2 (en) | How to build underwater structures | |
CN215168010U (en) | A template device for veneer clear water concrete wall construction joint | |
EP0580926A1 (en) | Sealing joint in diaphragms formed by concrete panels cast in situ and a process for building said diaphragms | |
JP2626445B2 (en) | Telescopic sinking box | |
US2290424A (en) | Expansion joint | |
DE3667081D1 (en) | Connection elements for underground walls | |
CN220704795U (en) | Waterproof structure of horizontal post-pouring strip of outer wall | |
JP2626444B2 (en) | Connection box for submerged box connection | |
JPH04330196A (en) | Method for watertight joining of final sunken caisson to abutment | |
JPH06228971A (en) | Joining tube for joint between tube for immersed tunnel | |
JP4158298B2 (en) | Water stop panel method for the final joint of the submerged box | |
GB2561980B (en) | Diaphragm walls | |
US1957696A (en) | Vault | |
JPS58199923A (en) | Connection of underground wall | |
JPH05331844A (en) | Underground continuous wall structure and its construction method | |
JPH10102522A (en) | Water stop panel for submerged caisson final joint section | |
JPH05222741A (en) | Outer waterproofing method of underground external wall | |
JPH047783B2 (en) | ||
JPH0544395A (en) | Final connection method of submerged box | |
FR2425508A1 (en) | Joint between normal precast concrete wall panels - uses forked end of one panel to house reinforcing bars and define channel for concrete | |
JPS62236915A (en) | Penetrator for sheet in continuous sheet cut-off wall construction work |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19980728 |
|
S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
LAPS | Cancellation because of no payment of annual fees |