JPS6149478B2 - - Google Patents
Info
- Publication number
- JPS6149478B2 JPS6149478B2 JP55023111A JP2311180A JPS6149478B2 JP S6149478 B2 JPS6149478 B2 JP S6149478B2 JP 55023111 A JP55023111 A JP 55023111A JP 2311180 A JP2311180 A JP 2311180A JP S6149478 B2 JPS6149478 B2 JP S6149478B2
- Authority
- JP
- Japan
- Prior art keywords
- segment
- ground
- water
- expanding material
- absorbing
- 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
Links
- 239000000463 material Substances 0.000 claims description 33
- 238000010276 construction Methods 0.000 claims description 6
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 239000000470 constituent Substances 0.000 claims 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 3
- 229920002554 vinyl polymer Polymers 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229920002678 cellulose Polymers 0.000 description 2
- 239000001913 cellulose Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- KRVSOGSZCMJSLX-UHFFFAOYSA-L chromic acid Substances O[Cr](O)(=O)=O KRVSOGSZCMJSLX-UHFFFAOYSA-L 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- AWJWCTOOIBYHON-UHFFFAOYSA-N furo[3,4-b]pyrazine-5,7-dione Chemical compound C1=CN=C2C(=O)OC(=O)C2=N1 AWJWCTOOIBYHON-UHFFFAOYSA-N 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 229920005610 lignin Polymers 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は、トンネル、暗渠、地下道など(単に
トンネル等という)の形成において外周面側と地
山との間への裏込め材の充填を不要とするシール
ドセグメント、及び該セグメントを使用するシー
ルド工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a shield segment that eliminates the need for filling a backfill material between the outer circumferential surface side and the ground when forming tunnels, culverts, underground passages, etc. (simply referred to as tunnels, etc.); The present invention relates to a shield construction method using the segments.
トンネル等のシールド工法においては、掘削孔
にセグメントを組立設置した場合、地山の崩壊を
防止して地山の安定化を図るとともに地表面の沈
下抑止を図るために、トンネル外周面と地山との
間の空間に、通常、セメント、モルタルなどの裏
込め材が充填される。 In shield construction methods for tunnels, etc., when segments are assembled and installed in an excavated hole, the outer circumferential surface of the tunnel and the ground are The space between the two is usually filled with a backfilling material such as cement or mortar.
しかし、この裏込め材の充填は、作業が大変で
人力上、作業進捗上問題となつていた他、充填し
残された空間も出て十分なる目的が達せられない
場合も生じるという問題があつた。 However, filling with this backfilling material is laborious and poses problems in terms of manpower and work progress, and there are also problems in that spaces are left behind after filling, making it impossible to achieve the desired purpose. Ta.
本発明は、この種の問題を解消するために、セ
グメント本体の外周面側に吸水性の緩速膨張材を
ライニングしたセグメントと、該セグメントを組
立ててトンネル等を形成するだけでよいシールド
工法を提供することを目的とするものであり、も
つてセグメントと地山との間への裏込め材の充填
を不要としたものである。 In order to solve this kind of problem, the present invention provides segments in which the outer peripheral surface of the segment body is lined with a water-absorbing slow-expanding material, and a shield construction method that only requires assembling the segments to form a tunnel or the like. The purpose of this invention is to provide a method that eliminates the need to fill the space between the segment and the ground with a backfilling material.
以下に本発明の実施例を図に従つて説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第1図において、1はセグメント本体であり、
コンクリート製、鉄筋コンクリート製、鋼製、ま
たはこれらの組合せ体からなる。セグメント本体
1の形状は、円形、正方形、多角形などの適宜形
状のトンネル等のセグメント片からなり、第1図
は円形トンネル用のセグメントを示している。 In FIG. 1, 1 is the segment body;
Constructed of concrete, reinforced concrete, steel, or a combination of these. The shape of the segment body 1 consists of segment pieces such as tunnels having an appropriate shape such as circular, square, polygonal, etc., and FIG. 1 shows a segment for a circular tunnel.
セグメント本体1の外周面側には吸水性の緩速
膨張材2がライニングされている。この緩速膨張
材2は、水を吸つて緩慢に膨張するものであれば
どのような材料から形成されてもよい。例えばク
ローム酸リグニン、アクリル塩類、ウレタン、セ
ルローズ等がこれに当る。市販品としては、合成
樹脂をベースに、これに無機質材、セルローズ等
を加えた“パイルロツク”(日本化学塗料株式会
社製)があり、このものは、水に浸漬した条件
で、3時間後から膨潤しはじめ24時間後には約20
倍に膨潤する性質を有している。緩速膨張材2の
セグメント本体1への取付けは、ボルト、ナツ
ト、当板などを用いる機械的締結であつてもよい
し、またセグメント本体1が鋼製のような場合は
塗布後、自然乾燥あるいは焼付によつてもよい。 The outer peripheral surface of the segment body 1 is lined with a water-absorbing slowly expanding material 2. The slowly expanding material 2 may be made of any material as long as it absorbs water and expands slowly. Examples include chromic acid lignin, acrylic salts, urethane, cellulose, and the like. As a commercially available product, there is "Pile Lock" (manufactured by Nihon Kagaku Toyo Co., Ltd.), which is based on synthetic resin and contains inorganic materials, cellulose, etc., and this product can be used after 3 hours of soaking in water. Approximately 20% after 24 hours after it begins to swell.
It has the property of swelling twice as much. The slow-expanding material 2 may be attached to the segment body 1 by mechanical fastening using bolts, nuts, or plates, or if the segment body 1 is made of steel, it may be air-dried after application. Alternatively, it may be by baking.
緩速性膨張材2の更に外周面側には、現場にお
いて組立てられる迄該膨張材2が空気中の水分を
吸つて膨張するのを防止するためのシート3が張
つてある。このシート3は水を通さないものであ
ればよく、たとえばビニルシート3は使用に適す
る。 A sheet 3 is placed on the outer peripheral surface of the slowly expanding material 2 to prevent the expanding material 2 from absorbing moisture in the air and expanding until it is assembled on site. This sheet 3 only needs to be impermeable to water; for example, a vinyl sheet 3 is suitable for use.
つぎに該膨張材ライニングセグメントを用いて
トンネル等を形成するシールド工法について説明
する。 Next, a shield construction method for forming a tunnel or the like using the expandable material lining segment will be explained.
まず、セグメント本体1の外周面側に吸水性の
緩速膨張材2が予じめライニングされた膨張材ラ
イニングセグメントを用意する。次にこれを現場
にてビニルシート3を取外し掘削孔内で環状に、
かつ軸方向に組立てていく。この組立において
は、従来のようにセグメント組立体と地山との間
の空間にセメント、モルタル等の裏込め材を充填
することはしない。しかし、セグメント組立体の
外周面側には吸水性の緩速膨張材2が臨ましてあ
るので、該緩速膨張材2は地山4から水分を吸収
して緩慢に膨張し、やがてセグメント組立体と地
山4との間の空間を第2図に示すように完全に充
足し、トンネル等の形成が完了される。 First, an expanding material lining segment is prepared in which the outer circumferential surface of the segment body 1 is lined with a water-absorbing slowly expanding material 2 in advance. Next, remove the vinyl sheet 3 at the site and place it in an annular shape inside the excavation hole.
and assemble it in the axial direction. In this assembly, the space between the segment assembly and the ground is not filled with backfilling material such as cement or mortar, as is the case in the past. However, since the water-absorbing slow-expanding material 2 faces the outer peripheral surface of the segment assembly, the slow-expanding material 2 absorbs moisture from the ground 4 and expands slowly, and eventually the segment assembly The space between the ground and the ground 4 is completely filled as shown in FIG. 2, and the formation of the tunnel etc. is completed.
したがつて本発明による膨張材ライニングセグ
メント及び該セグメントを用いるシールド工法に
よるときは、次の種々の効果を得る。 Therefore, when using the expandable material lining segment according to the present invention and the shield construction method using the segment, the following various effects can be obtained.
まず、シールドセグメントの現場における組立
時に、セグメント組立体と地山との間に裏込め材
を充填する必要性をなくすことができる。このた
め、裏込め材の充填に必要とした人力を不要とす
ることができる他、裏込め材充填作業除去と裏込
め材固化に伴なう待時間除去による作業時間の短
縮を図ることができる。 First, it is possible to eliminate the need for filling a backfill material between the segment assembly and the ground during on-site assembly of the shield segments. Therefore, not only can the human power required for filling the backfilling material be eliminated, but also the work time can be shortened by eliminating the waiting time associated with the removal of the backfilling material filling process and the solidification of the backfilling material. .
また、膨張材がセグメントの外周全面に張つて
あつて全周に渡つて完全に地山との間の空間を充
足するので、充足されない空間が残ることはな
く、更に膨張材は地山より水分を吸収するので、
地山の安定化、地山の崩壊防止、地表面の沈下抑
止を効果的に図ることができる。 In addition, since the intumescent material is stretched over the entire outer periphery of the segment and completely fills the space between it and the ground, there is no unfilled space remaining, and the intumescent material is more moist than the ground. Because it absorbs
It is possible to effectively stabilize the ground, prevent the collapse of the ground, and prevent subsidence of the ground surface.
第1図は本発明の膨張材ライニングセグメント
の一実施例の斜視図、第2図は該膨張材ライニン
グセグメントを用いてトンネル等を形成した場合
のトンネル等の横断面図、である。
1……セグメント本体、2……緩速膨張材、3
……シート、たとえばビニルシート、4……地
山。
FIG. 1 is a perspective view of one embodiment of the inflatable material lining segment of the present invention, and FIG. 2 is a cross-sectional view of a tunnel or the like formed using the inflatable material lining segment. 1...Segment main body, 2...Slow expansion material, 3
...sheet, for example vinyl sheet, 4...earth.
Claims (1)
ント本体の外周面側に、吸水性の緩速膨張材をラ
イニングしたことを特徴とする膨張材ライニング
セグメント。 2 セグメント本体の外周面側に吸水性の緩速膨
張材が予じめライニングされた膨張材ライニング
セグメントを、該セグメントとその外周面側の地
山との間に裏込め材を充填することなく、組立て
てトンネル等を形成することを特徴とする膨張材
ライニングセグメントを用いるシールド工法。[Scope of Claims] 1. An expansion material lining segment characterized in that a water-absorbing slowly expanding material is lined on the outer peripheral surface side of a segment main body that is a constituent member of the shield segment. 2 An expanding material lining segment in which the outer circumferential surface of the segment body is lined with a water-absorbing slow-expanding material in advance, without filling a backfilling material between the segment and the ground on the outer circumferential surface thereof. , a shield construction method using expandable material lining segments that are assembled to form a tunnel or the like.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2311180A JPS56119099A (en) | 1980-02-26 | 1980-02-26 | Expanding material lining segment and method of shield construction using said segment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2311180A JPS56119099A (en) | 1980-02-26 | 1980-02-26 | Expanding material lining segment and method of shield construction using said segment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56119099A JPS56119099A (en) | 1981-09-18 |
JPS6149478B2 true JPS6149478B2 (en) | 1986-10-29 |
Family
ID=12101357
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2311180A Granted JPS56119099A (en) | 1980-02-26 | 1980-02-26 | Expanding material lining segment and method of shield construction using said segment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS56119099A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58160495A (en) * | 1982-03-19 | 1983-09-22 | 岩野物産株式会社 | Waterproofing and height sinking preventing method in method of shielding tunnel construction |
-
1980
- 1980-02-26 JP JP2311180A patent/JPS56119099A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS56119099A (en) | 1981-09-18 |
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