JPH11173093A - Resin-coated composite segment provided with draining function - Google Patents

Resin-coated composite segment provided with draining function

Info

Publication number
JPH11173093A
JPH11173093A JP9339764A JP33976497A JPH11173093A JP H11173093 A JPH11173093 A JP H11173093A JP 9339764 A JP9339764 A JP 9339764A JP 33976497 A JP33976497 A JP 33976497A JP H11173093 A JPH11173093 A JP H11173093A
Authority
JP
Japan
Prior art keywords
resin
segment
coated
drain
coating
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
JP9339764A
Other languages
Japanese (ja)
Other versions
JP3865276B2 (en
Inventor
Masayoshi Nakagawa
川 雅 由 中
Masatsugu Yamamoto
本 正 嗣 山
Kiyoshige Nagura
倉 清 成 名
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP33976497A priority Critical patent/JP3865276B2/en
Publication of JPH11173093A publication Critical patent/JPH11173093A/en
Application granted granted Critical
Publication of JP3865276B2 publication Critical patent/JP3865276B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a resin-coated composite segment provided with a drainage means by providing a drain member at the side coated with a synthetic resin in the segment. SOLUTION: The inside of a segment 1 as a primary lining member is coated with resin 2 and string-shaped drain members 3 are interposed between the segment 1 and the coating resin 2. A drain pipe 4 is laid in the inner side of a tunnel of the coating resin 2, in an invert concrete part 5. And a protective sheet 10 is put thereon and then concrete is placed. In this way, the secondary lining can be omitted and the construction period and cost can be reduced. Water can be drained through the drain members.

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、シールドトンネル
における樹脂被覆型合成セグメントに関し、より詳しく
は、排水機能を備えた樹脂被覆型合成セグメントに関す
る。
The present invention relates to a resin-coated synthetic segment in a shield tunnel, and more particularly to a resin-coated synthetic segment having a drainage function.

【0002】[0002]

【従来の技術】シールド工法は、近年その経済化が望ま
れており、有効なコスト低減策の一つとして、「二次覆
工省略トンネルの適用」が注目を集めている。シールド
トンネルの二次覆工省略化は、電力・ガス洞道や地下鉄
等で既に実績があるが、下水道管路に代表される厳しい
腐食性環境下の二次覆工省略は耐久性確保の観点から困
難とされており、一次覆工の内側にコンクリート製の二
次覆工が一般に施されてきた。
2. Description of the Related Art In recent years, there has been a demand for economical use of the shield method, and as one of effective cost reduction measures, "application of a tunnel with no secondary lining" has been receiving attention. Omission of secondary lining of shield tunnels has already been performed in power and gas tunnels and subways, but elimination of secondary lining in severe corrosive environments such as sewer pipes is a viewpoint of ensuring durability. And secondary concrete lining has been commonly applied inside the primary lining.

【0003】この問題に対して、一次覆工であるセグメ
ントを耐久性樹脂等で被覆することにより、厳しい環境
条件下でもシールドトンネルの二次覆工省略が可能とな
り、本出願人等において、樹脂被覆型合成セグメントと
してその技術が開発され、実施されている。
[0003] In order to solve this problem, by coating the segment, which is the primary lining, with a durable resin or the like, it becomes possible to omit the secondary lining of the shield tunnel even under severe environmental conditions. The technology has been developed and implemented as a coated synthetic segment.

【0004】[0004]

【発明が解決しようとする課題】この樹脂被覆型合成セ
グメントは、耐久性の面で優れたものであり、通常のセ
グメントと同様に継手面に止水シール材を介在させて防
水性を図ったものが提案されているが、特に高い外水圧
での排水対策は施されていなかった。このことはセグメ
ントのひび割れや継手面に沿ってトンネル外側からの高
い水圧を伴う漏水がある場合、セグメントと被覆樹脂と
の間の付着が切れ、トンネルの機能が阻害されるといっ
たことである。
This resin-coated synthetic segment is excellent in terms of durability, and has a waterproof property by interposing a water-blocking seal material on the joint surface in the same manner as a normal segment. However, no drainage measures were taken especially at high external water pressure. This means that if there is cracks in the segments or water leakage from the outside of the tunnel along the joint surface with high water pressure, the adhesion between the segments and the coating resin is broken, and the function of the tunnel is impaired.

【0005】従って、本発明は、樹脂被覆型合成セグメ
ントにおいて、排水対策を施した樹脂被覆型合成セグメ
ントを提供することを目的とするものである。
[0005] Accordingly, an object of the present invention is to provide a resin-coated synthetic segment in which drainage measures are taken in the resin-coated synthetic segment.

【0006】[0006]

【課題を解決するための手段】本発明によれば、シール
ドトンネルの一次覆工材であるセグメントを合成樹脂に
より被覆した樹脂被覆型合成セグメントに於いて、一次
覆工材であるセグメントの合成樹脂により被覆されてい
る側にドレーン材を設けて成る排水機能を備えた樹脂被
覆型合成セグメントとする。
According to the present invention, in a resin-coated synthetic segment in which a segment, which is a primary lining material of a shield tunnel, is coated with a synthetic resin, the synthetic resin of the segment, which is a primary lining material, is used. A resin-coated synthetic segment having a drainage function is provided by providing a drain material on the side covered by the resin.

【0007】樹脂被覆は樹脂の吹付け或いは塗布でなさ
れ、また樹脂被覆は樹脂パネルであっても良い。あるい
は、高耐久性を有する薄膜状のシートを貼付しても良
い。
The resin coating is performed by spraying or applying a resin, and the resin coating may be a resin panel. Alternatively, a thin sheet having high durability may be attached.

【0008】シールドトンネルの二次覆工が省略でき、
工事の迅速化及びコストの低減が図られる。また、一次
覆工材であるセグメントの合成樹脂により被覆されてい
る側に設けたドレーン材により排水がなされる。
[0008] The secondary lining of the shield tunnel can be omitted,
Work can be speeded up and costs can be reduced. In addition, drainage is performed by the drain material provided on the side of the segment, which is the primary lining material, which is covered with the synthetic resin.

【0009】[0009]

【発明の実施の形態】まず、従来のシールドトンネルに
おいて外水の侵入に対する排水対策を施した例を図23
に示し、一次覆工材であるセグメント21の内側にコン
クリート製の二次覆工22が施されている。一次覆工2
1と二次覆工22との間に防水シート23が介在されて
いる。二次覆工22の内側にはドレーンパイプ24が設
けられている。符号25はインバートコンクリートを示
し、矢印は水の流れる方向を示している。
DESCRIPTION OF THE PREFERRED EMBODIMENTS First, FIG. 23 shows an example in which drainage measures against intrusion of outside water are taken in a conventional shield tunnel.
The secondary lining 22 made of concrete is given inside the segment 21 which is the primary lining material. Primary lining 2
A waterproof sheet 23 is interposed between the first lining 22 and the secondary lining 22. A drain pipe 24 is provided inside the secondary lining 22. Reference numeral 25 indicates inverted concrete, and an arrow indicates a direction in which water flows.

【0010】図1に本発明の基本構成を示し、一次覆工
材であるセグメント1の内側に樹脂被覆2が施されてお
り、セグメント1の樹脂被覆2側、図示の例では、セグ
メント1と樹脂被覆2との間に後記するストリング状の
ドレーン材3が介在されている。インバートコンクリー
ト部5には樹脂被覆2のトンネル内側にドレーンパイプ
4が設けられ、保護シート10が被せられてコンクリー
トが打設されている。矢印は水の流れ方向を示す。
FIG. 1 shows the basic structure of the present invention, in which a resin coating 2 is applied to the inside of a segment 1 as a primary lining material. A string-shaped drain material 3 described later is interposed between the resin coating 2 and the resin coating 2. A drain pipe 4 is provided inside the tunnel of the resin coating 2 in the invert concrete section 5, and a protective sheet 10 is put thereon, and concrete is cast. Arrows indicate the direction of water flow.

【0011】図2及び図3には、本発明の実施例に係る
排水機能を備えた樹脂被覆型合成セグメントSを示す。
FIGS. 2 and 3 show a resin-coated synthetic segment S having a drainage function according to an embodiment of the present invention.

【0012】図3において、矢印Aの範囲はリング継手
部で、コーキングまたはプラスチック製などの長いキャ
ップ様のものにより溝を塞いでいる。また、図2におい
て、5はインバートコンクリートである。
In FIG. 3, the area indicated by the arrow A is a ring joint, which is closed by a long cap-like material such as caulking or plastic. In FIG. 2, reference numeral 5 denotes inverted concrete.

【0013】図4にはトンネルの内方から見たドレーン
材3の配設が示してあり、樹脂被覆2の背面にトンネル
軸方向にドレーン材3が設けられている。また、隣接す
るセグメント1、1間の継手目地にもドレーン材が設け
られており、円周方向のリング継手目地にはドレーン材
3Aが、トンネル軸方向のセグメント継手目地にはドレ
ーン材3Bがそれぞれ設けられている。
FIG. 4 shows the arrangement of the drain material 3 as viewed from the inside of the tunnel. The drain material 3 is provided on the back surface of the resin coating 2 in the axial direction of the tunnel. Also, a drain material is provided at a joint joint between the adjacent segments 1 and 1, and a drain material 3A is provided at a circumferential ring joint joint, and a drain material 3B is provided at a tunnel axial direction joint joint. Is provided.

【0014】図5及び図6に図2のa部(トンネル軸方
向断面)を示し、図4は後施工式、図5は前設置式を示
す。
FIGS. 5 and 6 show a section (section in the axial direction of the tunnel) of FIG. 2, FIG. 4 shows a post-installation type, and FIG. 5 shows a front installation type.

【0015】後施工式の場合は、セグメント製作時に図
7に示すように、一次覆工材であるセグメント1の内側
にドレーン材3を介在して樹脂被覆2を施すまで製作し
ておく。そして、図5に示すように、継手部にドレーン
材3Aを入れ、コーキング材6を詰める。接合部に止水
シール材7を介在させる。
In the case of the post-processing type, as shown in FIG. 7, the segments are manufactured until the resin coating 2 is applied with the drain material 3 interposed inside the segments 1 as the primary lining material, as shown in FIG. Then, as shown in FIG. 5, the drain material 3A is put in the joint portion, and the caulking material 6 is packed. The waterproof sealing material 7 is interposed at the joint.

【0016】前設置式の場合は、セグメント製作時に図
8に示すように、一次覆工材であるセグメント1の内側
にドレーン材3を介在して樹脂被覆2を施し、継手部に
ドレーンシール材3Aを装着しておく。そして、図6に
示すように、継手部にコーキング材6を詰める。
In the case of the front installation type, as shown in FIG. 8, during the production of the segment, a resin coating 2 is applied to the inside of the segment 1, which is the primary lining material, with a drain material 3 interposed therebetween, and a drain seal material is provided at the joint portion. 3A is attached. Then, as shown in FIG. 6, the caulking material 6 is packed in the joint portion.

【0017】図9に図2のb部を示し、樹脂被覆2の内
側にシート状のドレーン材9を、一端をドレーンパイプ
4に他端をドレーン材3Aに接続して設ける。
FIG. 9 shows part b of FIG. 2, in which a sheet-like drain material 9 is provided inside the resin coating 2 with one end connected to the drain pipe 4 and the other end connected to the drain material 3A.

【0018】図10に図9のc部を示し、セグメント
1、1接合部にはドレーンパイプ3A及び止水シール材
7を介在させる。
FIG. 10 shows a portion c in FIG. 9, in which the drain pipe 3A and the water-stop sealing material 7 are interposed at the joints of the segments 1 and 1.

【0019】ドレーンパイプ4は、ドレーン材3、3
A、3Bで集めた水をトンネル軸方向に排水するもの
で、図11に示す繊維タイプ、あるいは図12に示す孔
付き硬質タイプ等の多孔質円筒状のもので、インバート
コンクリート5の打設圧に耐えるものを用いる。
The drain pipe 4 has drain materials 3 and 3
A, 3B, which drains water collected in the axial direction of the tunnel, and is a porous cylindrical type such as a fiber type shown in FIG. 11 or a hard type with holes shown in FIG. Use something that can withstand.

【0020】インバートコンクリート5の打設に先立っ
てドレーン材9、ドレーンパイプ4が、コンクリートの
ノロによって目詰まりを起こさない様に防水性を有する
保護シート10を被せ、縁端部をセグメント1の樹脂被
覆2に密着させる。なお、どレーン材9、ドレーンパイ
プ4、及び両者の接合導水部が目詰まりを起こさない構
造であれば保護シート10を用いなくともよい。
Prior to placing the invert concrete 5, the drain material 9 and the drain pipe 4 are covered with a waterproof protective sheet 10 so as not to cause clogging due to the slag of the concrete. Adhere to coating 2. The protective sheet 10 need not be used as long as the lane material 9, the drain pipe 4, and the joint water-guiding portion do not cause clogging.

【0021】図13〜図19に排水機能を備えた樹脂被
覆型合成セグメントの製造法を示し、その内、図13〜
16は樹脂吹付け及び塗布式のものを示し、また図17
〜図19は樹脂パネル式のものを示す。
FIGS. 13 to 19 show a method of manufacturing a resin-coated synthetic segment having a drainage function.
16 shows a resin spraying and application type, and FIG.
19 show a resin panel type.

【0022】樹脂吹付け及び塗布式の場合は、図13に
おいて、ドレーン材設置用の溝を形成する凸部11aを
備えた型枠11に鉄筋かご12を設置し、コンクリート
13を打設する。
In the case of the resin spraying and coating method, as shown in FIG. 13, a steel cage 12 is placed on a mold 11 having a convex portion 11a forming a groove for drain material installation, and concrete 13 is cast.

【0023】図14に示すように、脱型・養成後、溝1
aにドレーン材3を設置する。そして、図15に示す様
に保護シート10を被せ、次いで、図16に示す様に、
吹付機14で被覆樹脂2の吹付けを行う。吹付けに代え
樹脂を塗布しても良い。
As shown in FIG. 14, after demolding and training,
The drain material 3 is installed in a. Then, as shown in FIG. 15, cover the protective sheet 10, and then, as shown in FIG.
The coating resin 2 is sprayed by the spraying machine 14. A resin may be applied instead of spraying.

【0024】樹脂パネル式の場合は、図17に示す樹脂
枠15を製作し、図18に示すように、型枠11に樹脂
枠15、ドレーン材3を設置し、保護シート10を被
せ、鉄筋かご12を設置してコンクリート13を打設す
る。そして、図19に示すように、脱型・養成する。
In the case of the resin panel type, a resin frame 15 shown in FIG. 17 is manufactured, and as shown in FIG. 18, the resin frame 15 and the drain material 3 are installed on the mold 11 and the protective sheet 10 is covered thereon. The car 12 is installed and the concrete 13 is poured. Then, as shown in FIG.

【0025】なお、保護シート10は、前記の機能に加
えて、RCセグメント1にひび割れが発生した場合に保
護シート10も破れ、ひび割れに沿って侵入したトンネ
ル外側からの漏水をドレーン材3にて集水できるものと
する。この保護シート10の材質としては、例えばパラ
フィン紙などの不透水性で、ひび割れに伴う引張力に対
して容易に破断するものがよい。なお、ドレーン材3
に、モルタルによる目詰まりの恐れがない特殊被覆加工
を行って、保護シート10を省いてもよい。
In addition, in addition to the above-described functions, the protection sheet 10 also breaks when the RC segment 1 is cracked, and the drainage material 3 leaks water from the outside of the tunnel that has entered along the crack. Water can be collected. As a material of the protective sheet 10, for example, a material that is impermeable to water, such as paraffin paper, and that easily breaks with a tensile force caused by cracking is preferable. In addition, drain material 3
In addition, the protective sheet 10 may be omitted by performing a special coating process that does not cause clogging with the mortar.

【0026】また、図16に示した被覆樹脂2の吹付け
または塗布に代えて図20に示すように止水性あるいは
耐薬品性等の高い耐久性を有する薄膜状シート2を接着
剤dで貼付けても良い。この場合、通常通りにセグメン
ト1を型枠で製作し、シート2を貼付けてアイロンの様
なもので、シート内側の接着剤dを溶かし出して固着す
る。あるいは、図21に断面を示すように止水層eと接
着層fとからなるシート2を用いれば接着剤の塗布をす
る必要がない。
Also, instead of spraying or applying the coating resin 2 shown in FIG. 16, a thin film sheet 2 having high durability such as water stoppage or chemical resistance is attached with an adhesive d as shown in FIG. May be. In this case, the segment 1 is manufactured in the form frame as usual, the sheet 2 is attached, and the adhesive d on the inside of the sheet is melted out and fixed with an iron-like material. Alternatively, as shown in the cross section in FIG. 21, if the sheet 2 including the water blocking layer e and the adhesive layer f is used, it is not necessary to apply the adhesive.

【0027】図22に樹脂被覆型合成セグメントを構成
するブロックの例を示し、セグメント1の内側にドレー
ン材3を介在し被覆樹脂2が施されており、更にセグメ
ント1の外側寄りにドレーン材3A、3B及び止水シー
ル7が介在されている。8はリング継手のピンである。
なお、本排水機能の適用はセグメントの継手タイプには
よらない。
FIG. 22 shows an example of a block constituting a resin-coated synthetic segment, in which a coating resin 2 is applied to the inside of a segment 1 with a drain material 3 interposed therebetween, and a drain material 3A is provided further to the outside of the segment 1. , 3B and the water stop seal 7 are interposed. Reference numeral 8 denotes a ring joint pin.
The application of this drainage function does not depend on the segment joint type.

【0028】[0028]

【発明の効果】本発明は、シールドトンネルの一次覆工
材であるセグメントを合成樹脂により被覆した樹脂被覆
型合成セグメントに於いて、一次覆工材であるセグメン
トの合成樹脂により被覆されている側にドレーン材を設
けたものであるので、シールドトンネルの二次覆工が省
略でき、工事の迅速化及びコストの低減が図られると共
に、一次覆工材であるセグメントの合成樹脂により被覆
されている側に設けたドレーン材により排水がなされる
ものである。
According to the present invention, there is provided a resin-coated synthetic segment in which a segment, which is a primary lining material of a shield tunnel, is coated with a synthetic resin. , The secondary lining of the shield tunnel can be omitted, the construction can be speeded up and the cost can be reduced, and the primary lining is covered with the synthetic resin of the segment. Drainage is provided by the drain material provided on the side.

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

【図1】本発明に係る排水機能を備えた樹脂被覆型合成
セグメントの基本構造の端面図。
FIG. 1 is an end view of a basic structure of a resin-coated synthetic segment having a drainage function according to the present invention.

【図2】本発明に係る排水機能を備えた樹脂被覆型合成
セグメントの斜視図。
FIG. 2 is a perspective view of a resin-coated synthetic segment having a drainage function according to the present invention.

【図3】図2の正面図。FIG. 3 is a front view of FIG. 2;

【図4】図2のトンネル内方から見たドレーン材の配設
を示す斜視図。
FIG. 4 is a perspective view showing the arrangement of drain members as viewed from inside the tunnel of FIG. 2;

【図5】図2のa部断面図で後施工式のもの。FIG. 5 is a sectional view of a section a in FIG.

【図6】図2のa部断面図で前設置式のもの。FIG. 6 is a sectional view of a part a in FIG.

【図7】図5のセグメント製作時の断面図。FIG. 7 is a sectional view when the segment of FIG. 5 is manufactured.

【図8】図6のセグメント製作時の断面図。FIG. 8 is a sectional view of the segment shown in FIG. 6 when it is manufactured.

【図9】図2のb部の斜視図。FIG. 9 is a perspective view of a portion b in FIG. 2;

【図10】図9のc部の正面図。FIG. 10 is a front view of a part c in FIG. 9;

【図11】ドレーンパイプの別の実施形態を示す斜視
図。
FIG. 11 is a perspective view showing another embodiment of the drain pipe.

【図12】ドレーンパイプのさらに別の実施形態を示す
斜視図。
FIG. 12 is a perspective view showing still another embodiment of the drain pipe.

【図13】吹付け・塗布式による製造法の説明図。FIG. 13 is an explanatory view of a manufacturing method by a spraying / coating method.

【図14】脱型・養成後ドレーン材を設置する斜視図。FIG. 14 is a perspective view of installing a drain material after demolding and training.

【図15】保護シートを被せた状態の斜視図。FIG. 15 is a perspective view showing a state in which a protective sheet is covered.

【図16】被覆樹脂の吹付け斜視図。FIG. 16 is a perspective view of spraying a coating resin.

【図17】樹脂枠の斜視図。FIG. 17 is a perspective view of a resin frame.

【図18】パネル式による製造法の説明図。FIG. 18 is an explanatory diagram of a panel-type manufacturing method.

【図19】脱型・養成中のブロックの斜視図。FIG. 19 is a perspective view of a block during removal and training.

【図20】薄膜シート式被覆によるセグメントの正面
図。
FIG. 20 is a front view of a segment formed by a thin film sheet type coating.

【図21】薄膜シートの断面図。FIG. 21 is a sectional view of a thin film sheet.

【図22】排水機能を備えた樹脂被覆型合成セグメント
のブロックの斜視図。
FIG. 22 is a perspective view of a block of a resin-coated synthetic segment having a drainage function.

【図23】従来セグメントのブロックの斜視図。FIG. 23 is a perspective view of a block of a conventional segment.

【符号の説明】 1・・・セグメント 2・・・被覆樹脂 3、3A、3B・・・(ストリング状)ドレーン材 4、4A、4B・・・ドレーンパイプ 5・・・インバートコンクリート 6・・・コーキング材 7・・・止水シール材 8・・・リング継手ピン 9・・・(シート状)ドレーン材 10・・・保護シート[Description of Signs] 1 ... Segment 2 ... Coating resin 3,3A, 3B ... (String) Drain material 4,4A, 4B ... Drain pipe 5 ... Invert concrete 6 ... Caulking material 7 Water seal material 8 Ring joint pin 9 Drain material (sheet) 10 Protection sheet

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 シールドトンネルの一次覆工材であるセ
グメントを合成樹脂により被覆した樹脂被覆型合成セグ
メントに於いて、一次覆工材であるセグメントの合成樹
脂により被覆されている側にドレーン材を設けて成るこ
とを特徴とする排水機能を備えた樹脂被覆型合成セグメ
ント。
In a resin-coated synthetic segment in which a segment, which is a primary lining material of a shield tunnel, is coated with a synthetic resin, a drain material is provided on a side of the segment, which is a primary lining material, coated with a synthetic resin. A resin-coated synthetic segment having a drainage function, characterized by being provided.
【請求項2】 樹脂被覆が樹脂の吹付け或いは塗布であ
ることを特徴とする請求項1に記載の排水機能を備えた
樹脂被覆型合成セグメント。
2. The resin-coated synthetic segment having a drainage function according to claim 1, wherein the resin coating is spraying or coating of a resin.
【請求項3】 樹脂被覆が樹脂パネルであることを特徴
とする請求項1に記載の排水機能を備えた樹脂被覆型合
成セグメント。
3. The resin-coated synthetic segment having a drainage function according to claim 1, wherein the resin coating is a resin panel.
【請求項4】 樹脂被覆が貼付した高耐久性を有する薄
膜状シートであることを特徴とする請求項1に記載の排
水機能を備えた樹脂被覆型合成セグメント。
4. The resin-coated synthetic segment having a drainage function according to claim 1, wherein the resin-coated synthetic segment is a highly durable thin film sheet to which a resin coating is attached.
JP33976497A 1997-12-10 1997-12-10 Resin-coated synthetic segment with drainage function Expired - Fee Related JP3865276B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33976497A JP3865276B2 (en) 1997-12-10 1997-12-10 Resin-coated synthetic segment with drainage function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33976497A JP3865276B2 (en) 1997-12-10 1997-12-10 Resin-coated synthetic segment with drainage function

Publications (2)

Publication Number Publication Date
JPH11173093A true JPH11173093A (en) 1999-06-29
JP3865276B2 JP3865276B2 (en) 2007-01-10

Family

ID=18330593

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33976497A Expired - Fee Related JP3865276B2 (en) 1997-12-10 1997-12-10 Resin-coated synthetic segment with drainage function

Country Status (1)

Country Link
JP (1) JP3865276B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1091088A3 (en) * 1999-10-05 2003-07-30 Ed. Züblin Ag Tunnel drainage system
JP2005155010A (en) * 2003-11-20 2005-06-16 Kajima Corp Prestressed concrete segment for tunnel lining
JP2011001763A (en) * 2009-06-19 2011-01-06 Daiho Constr Co Ltd Tunnel
CN104763441A (en) * 2015-02-02 2015-07-08 同济大学 Longitudinal joint connector for duct piece of shield tunnel
JP2018204249A (en) * 2017-06-01 2018-12-27 大成建設株式会社 Purity and impurity separation drainage structure in tunnel
JP2020084415A (en) * 2018-11-15 2020-06-04 株式会社Ihi建材工業 Water collection segment and water collection facility

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1091088A3 (en) * 1999-10-05 2003-07-30 Ed. Züblin Ag Tunnel drainage system
JP2005155010A (en) * 2003-11-20 2005-06-16 Kajima Corp Prestressed concrete segment for tunnel lining
JP2011001763A (en) * 2009-06-19 2011-01-06 Daiho Constr Co Ltd Tunnel
CN104763441A (en) * 2015-02-02 2015-07-08 同济大学 Longitudinal joint connector for duct piece of shield tunnel
JP2018204249A (en) * 2017-06-01 2018-12-27 大成建設株式会社 Purity and impurity separation drainage structure in tunnel
JP2020084415A (en) * 2018-11-15 2020-06-04 株式会社Ihi建材工業 Water collection segment and water collection facility

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