JP3848473B2 - Protection structure and protective member for shield tunnel inner surface - Google Patents

Protection structure and protective member for shield tunnel inner surface Download PDF

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Publication number
JP3848473B2
JP3848473B2 JP19772698A JP19772698A JP3848473B2 JP 3848473 B2 JP3848473 B2 JP 3848473B2 JP 19772698 A JP19772698 A JP 19772698A JP 19772698 A JP19772698 A JP 19772698A JP 3848473 B2 JP3848473 B2 JP 3848473B2
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Japan
Prior art keywords
shield tunnel
piece
protective member
beam material
protective
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JP19772698A
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Japanese (ja)
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JP2000027597A (en
Inventor
修 岸本
善信 辻尾
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CI Kasei Co Ltd
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CI Kasei Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、主として、コンクリートセグメントによって形成されるシールドトンネルの内面を、該内面に幅方向に架設されるエ形鋼(H形鋼又はI形鋼に同じ)よりなる梁材の端面から保護するための保護構造及び該保護構造に用いるプロテクターとしての保護部材に関するものである。
【0002】
【従来の技術】
図12は、従来のこの種保護構造を示す概略正面図である。現在、電線ケーブル、電話ケーブル、ガス管などを敷設する地下埋設溝として、シールド工法にによりシールドトンネル1を形成する場合、シールドトンネル内面1aをコンクリートセグメントよりなる1次覆工セグメントにより構成し、コンクリート化粧による2次覆工を省略している。そして、図1に示すように、内部作業のために、シールドトンネル内に幅方向にエ形鋼よりなる梁材2を架設し、これを枕木としてその上にレール14を架設し、作業台車15を走行させることになる。この場合、上記シールドトンネル1の内面1aは、円弧面であって、コンクリートセグメントによって形成されていることから、上記梁材2の端縁部2aが線状に当接し、そこに集中した負荷が掛かり、コンクリートセグメントの内面1aを損傷させる恐れがある。
【0003】
そこで、従来の上記枕木用梁材2の設置作業では、梁材2をクレーンでトンネル内の所定位置に下ろす際に、作業員によって、ゴム製や合成樹脂製の保護シート13をトンネル内面1aと梁材2の端縁部2aとの間に挟み込んでいる。
【0004】
【発明が解決しようとする課題】
しかしながら、現場で、作業員によって、保護シートを挟み込む作業は、梁材を下ろす際の位置決め作業と並行して行わなければならないので、作業が面倒であり、また、梁材とトンネル内面との間に、作業員の手が挟み込まれるなどの危険が伴う。また、梁材の荷重により保護シートが破れる可能性も強い。
【0005】
本発明は、上記事情に基づいてなされたもので、上記梁材の端部に、予め、保護部材を装着して置くことで、現場での挟み込み作業を省略し、作業員の安全性を確保するとともに作業性を向上させ、さらに、保護部材が使用中に損傷することのない保護構造及び該保護構造に用いるプロテクターとしての保護部材を提供しようとするものである。
【0006】
【課題を解決するための手段】
このため、請求項1の発明では、図示の実施例でも明らかにしたように、シールドトンネル1内に幅方向に架設するエ形鋼(H形鋼又はI形鋼に同じ)よりなる梁材2から前記シールドトンネル1の内面1aを保護する保護構造であって、少なくとも前記梁材2の前記シールドトンネル1の内面に当たる端縁部2aの片(下片2b、又は下片2bと上片c)に、略断面コ形の嵌合溝3aを有する保護部材3を嵌合保持せしめたシールドトンネル内面の保護構造において、前記保護部材は、耐衝撃性と弾性を有する硬質合成樹脂により形成され、全体として略断面コ形をなすとともに、その前記嵌合溝の開口縁が自然状態で内方に傾斜縮小され、その開口縁を弾性的に押し広げて前記梁材の端縁部の片に嵌合保持自在とされ、その外壁面の下側の隅角部には前記シールドトンネルの内面に接する肉厚の突堤部が一体に突出形成されていることを特徴としている。請求項6の発明は、上記保護構造に用いる保護部材3に係る。
【0007】
このような構成では、保護部材3が、予め、梁材2の端縁部2aに嵌合されているので、現場の作業において、保護シートの敷き込み(挟み込み)などの作業が省略され、作業性が向上すると共に、作業員の安全性も確保できる。
【0008】
また、このような構成では、梁材2の端縁部2aの重心が、保護部材3の肉厚突堤部3bによって受けられるため、保護部材3の千切れ損傷がなく、保護機能も向上する。
【0009】
前記保護部材は、硬質エンビ又は硬質ABS樹脂により形成されていることが望ましい。
【0010】
また、請求項3及び8の発明では、保護部材3は、全体として略断面コ形をなすとともに少なくとも前記梁材2の前記シールドトンネルの内面に当たる端縁部2aの片に嵌合保持されており、その上又は下片の中間部に、梁材2の中間片が挿入される切溝部3cが形成されていることを特徴としている。
【0011】
このような構成では、梁材2の端縁部2aへの保護部材3の装着が容易であり、保護機能も向上し、さらに、装着後の保護部材3のずれも少ない。
【0012】
請求項4の発明では、梁材2の端縁部2aの片に、金属又は硬質合成樹脂の薄板よりなる略断面コ形の内挿部材4を嵌合保持し、該内挿部材4の外面から前記保護部材3を嵌合保持せしめたことを特徴としている。
【0013】
このような構成では、梁材2の端縁部2のに溶断時のバリがある場合でも、該バリは内挿部材4によって覆われ、ゴム質の保護部材3がバリによって切れたりして損傷することがない。
【0014】
請求項5の発明では、梁材2の中間部を梁材2と同様の鋼材よりなるる支持柱5によりシールドトンネルの底部内面1a上に支持させた場合、少なくとも前記支持柱5の前記シールドトンネルの内面に当たる端縁部の片に、上記保護部材3と同様の形状を有する、略断面コ形の嵌合溝を有する支持柱用保護部材6を嵌合保持せしめたことを特徴としている。
【0015】
このような構成では、上記支持柱5の下端によりシールドトンネルの底部内面1aが傷つくということがない。
【0016】
【発明の実施の形態】
本発明のシールドトンネル内面の保護構造の実施の形態を、図面を参照して、以下に具体的に説明する。図1は、本発明の保護構造の実施の形態を示す全体の概略正面図である。図1に示すように、シールド工法によって形成されたシールドトンネル1の内面1aの上下中間に、幅方向にエ形鋼よりなる梁材2が架設され、これを枕木として長手方向にレール14を架設し、作業台車15が走行するようになっている。シールドトンネル1の内面1aは、コンクリートセグメントの内面によって形成される。そして、梁材2の端縁部2aの上記シールドトンネル1の内面1aに当たる片には、弾性、可撓性のあるプロテクターとしての保護部材3が嵌着されている。保護部材3は、ゴム又は合成樹脂により形成され、例えば、塩化ビニル樹脂、ABS樹脂、ポリアミド樹脂、ポリプロピレン樹脂、エラストマー又はシリカ配合の白色ゴムにより形成することができる。保護部材3は、概略、断面略コ形をなし、略コ形の嵌合溝3aが形成され、その嵌着は、保護部材3の弾性による嵌合の他、接着剤を用いて嵌合固定することができる。
【0017】
図2及び図3は、第1の実施の形態に係る保護部材3(3−1)を示す。この保護部材3(3−1)は、全体として断面略コ形をなし、梁材2の端縁部2aの片(下片2b、又は下片2bと上片2c)に嵌合する略コ形の嵌合溝3aを有している。図3の実施の形態では、梁材2の端縁部2aは、垂直に切断され、その下片2bにおける中間片2dの左右に夫々保護部材3(3−1)が嵌着されている。梁材2の端縁部2aを、シールドトンネル1の内面1aの湾曲に略沿った斜め切りにした場合には、上下の片が内面1aに接する可能性があるので、上下の片に夫々保護部材3(3−1)を嵌着させる。また、保護部材3(3−1)のシールドトンネル1の内面1aに当たる下片部、特に、外壁面の下側の隅角部を肉厚に形成させることが望ましい。
【0018】
図4及び図5は、第2の実施の形態に係る保護部材3(3−2)を示す。この保護部材3(3−2)は、その外壁面の下側の隅角部に半円形状若しくは逆三角形状の突堤部3bが形成されている。この突堤部3bによって、梁材2の端縁部2aの重心が受けられ、シールドトンネル1の内面1aに対する当たりが緩衝されている。図5の実施の形態では、梁材2の端縁部2aは、シールドトンネル1の内面1aの湾曲に略沿った斜め切りとされ、その上下の片に夫々保護部材3(3−2)が嵌着されている。
【0019】
図6は、第3の実施の形態に係る保護部材3(3−3)を示す。この保護部材3(3−3)は、耐衝撃性と弾性を有する硬質樹脂、例えば、硬質エンビ又は硬質ABSにより形成され、全体として略断面コ形をなすとともに、その嵌合溝3aの開口縁を弾性的に押し広げて梁材2の端縁部2aの片に嵌合保持自在とされている。このために、自然状態では、図6(a)に示すように嵌合溝3aの開口縁が内方に傾斜縮小され、図6(b)に示すように梁材2の片に嵌合された時に弾性的に拡径される。嵌合溝3aの開口縁は、上又は下に拡径方向に広げられたガイド縁3dとされ、梁材2の片への嵌挿が容易とされている。保護部材3(3−3)の外壁面の下側の隅角部には、シールドトンネル1の内面1aに接する突堤部3bが一体に形成されている。突堤部3bは、略逆三角形状とされ、内部に肉盗み用の空洞が形成されている。
【0020】
図7は、第4の実施の形態に係る保護部材3(3−4)を示す。この保護部材3(3−4)では、外壁面の下側の隅角部に、シールドトンネル1の内面1aに接する中実三角形状の突堤部3bが一体に形成されている。
【0021】
図8は、第5の実施の形態に係る保護部材3(3−5)を示す。この保護部材3(3−4)では、外壁面の下側の隅角部に、シールドトンネル1の内面1aに接する断面ヒレ状の突堤部3bが一体に下方向に突出形成されている。
【0022】
図9は、第6の実施の形態に係る保護部材3(3−6)を示す。この保護部材3(3−6)では、その略コ形の上又は下片の中間部に、梁材2の中間片2dが挿入される切溝部3cが形成されている。保護部材3(3−6)は、切溝部3cを梁材2の中間片2dに嵌挿させるようにして、梁材2に嵌合される。
【0023】
図10は、第7の実施の形態を示す。この実施の形態では、梁材2の端縁部2aの片に、金属又は硬質合成樹脂の薄板よりなる略断面コ形の内挿部材4を嵌合保持し、該内挿部材4の外面から前記保護部材3(3−1〜6)を嵌合保持せしめている。内挿部材4は、ステンレス等の弾性のある金属薄板により形成することが望ましい。このような構成では、梁材2の端縁部2のに溶断時のバリがある場合でも、該バリは内挿部材4によって覆われ、ゴム質の保護部材3がバリによって切れたりして損傷することがない。
【0024】
図11は、第8の実施の形態を示す。この実施の形態では、梁材2の中間部が梁材2と同様の鋼材よりなるる支持柱5によりシールドトンネルの底部内面1a上に支持されている。支持柱5は、梁材2の中間部に一か所形成したも、2か所など複数カ所に形成してもよい。この支持柱5の下端の端縁部には、上記保護部材3(3−1〜6)と同様の形状を有する、略断面コ形の嵌合溝を有する支持柱用保護部材6が嵌合保持されている。このような構成では、上記支持柱5の下端によりシールドトンネルの底部内面1aが傷つくということがない。
【0025】
【発明の効果】
本発明は、以上詳述したようになり、シールドトンネルにおける施工の際の枕木用梁材から前記シールドトンネルの内面を保護するために、前記梁材の端縁部に、予め、ゴム製、合成樹脂製などの弾性、可撓性のある保護部材を嵌合するので、現場の作業において、保護シートの敷き込み(挟み込み)などの作業が省略され、作業性が向上すると共に、作業員の安全性も確保できる。また、保護部材は、断面略コ形の嵌合溝を介して嵌着し、構造的にも堅牢で、千切れたりすることがない。
【図面の簡単な説明】
【図1】本発明の保護構造の実施の形態を示す全体の概略正面図である。
【図2】本発明の保護部材の第1の実施の形態を示す断面図である。
【図3】同第1の実施の形態に係る保護部材の装着状態を示す断面図である。
【図4】本発明の保護部材の第2の実施の形態を示す断面図である。
【図5】同第2の実施の形態に係る保護部材の装着状態を示す断面図である。
【図6】本発明の保護部材の第3の実施の形態を示す断面図である。
【図7】本発明の保護部材の第4の実施の形態を示す断面図である。
【図8】本発明の保護部材の第5の実施の形態を示す断面図である。
【図9】本発明の保護部材の第6の実施の形態を示す断面図である。
【図10】本発明の第7の実施の形態を示す断面図である。
【図11】本発明の第8の実施の形態を示す断面図である。
【図12】従来の保護構造の全体の概略正面図である。
【符号の説明】
1 シールドトンネル
1a 内面
2 梁材
2a 端縁部
2b 下片
2c 上片
2d 中間片
3 保護部材
3a 嵌合溝
3b 突堤部
3c 切溝部
3d ガイド縁
4 内挿部材
5 支持柱
6 支持柱用保護部材
14 レール
15 作業台車
[0001]
BACKGROUND OF THE INVENTION
The present invention mainly protects the inner surface of a shield tunnel formed by a concrete segment from the end face of a beam material made of a steel beam (same as H-shaped steel or I-shaped steel) laid on the inner surface in the width direction. And a protective member as a protector used for the protective structure.
[0002]
[Prior art]
FIG. 12 is a schematic front view showing a conventional protection structure of this type. At present, when the shield tunnel 1 is formed by the shield method as an underground buried groove for laying electric cables, telephone cables, gas pipes, etc., the inner surface 1a of the shield tunnel is constituted by a primary lining segment made of a concrete segment. Secondary lining by makeup is omitted. Then, as shown in FIG. 1, for internal work, a beam material 2 made of steel shaped steel is installed in the width direction in the shield tunnel, this is used as a sleeper, a rail 14 is installed thereon, and a work cart 15 Will be running. In this case, since the inner surface 1a of the shield tunnel 1 is a circular arc surface and is formed by a concrete segment, the end edge 2a of the beam member 2 abuts linearly, and a concentrated load is applied thereto. There is a risk of damaging the inner surface 1a of the concrete segment.
[0003]
Therefore, in the conventional installation work of the beam material 2 for the sleepers, when the beam material 2 is lowered to a predetermined position in the tunnel by a crane, the protective sheet 13 made of rubber or synthetic resin is attached to the tunnel inner surface 1a by an operator. It is sandwiched between the edge 2a of the beam member 2.
[0004]
[Problems to be solved by the invention]
However, since the work of sandwiching the protective sheet by the worker at the site must be performed in parallel with the positioning work for lowering the beam material, the work is troublesome, and between the beam material and the tunnel inner surface. In addition, there is a danger such as a worker's hand being caught. In addition, there is a strong possibility that the protective sheet will be broken by the load of the beam material.
[0005]
The present invention has been made based on the above circumstances, and by placing a protective member in advance on the end of the beam material, it is possible to omit the on-site pinching work and ensure the safety of workers. In addition, an object of the present invention is to provide a protective structure that protects the workability and further prevents the protective member from being damaged during use, and a protective member as a protector used in the protective structure.
[0006]
[Means for Solving the Problems]
For this reason, in the invention of claim 1, as has been clarified in the illustrated embodiment, the beam material 2 made of a section steel (same as H-section steel or I-section steel) is installed in the shield tunnel 1 in the width direction. from a protective structure for protecting the inner surface 1a of the shield tunnel 1, pieces of edge 2a impinging on at least the said inner surface of the shield tunnel 1 of the beam member 2 (the lower piece 2b, or lower piece 2b and the upper piece c) In addition, in the protection structure of the inner surface of the shield tunnel in which the protective member 3 having a substantially U-shaped fitting groove 3a is fitted and held , the protective member is formed of a hard synthetic resin having impact resistance and elasticity. As a result, the opening edge of the fitting groove is inclined and reduced inward in a natural state, and the opening edge is elastically expanded to fit the end piece of the beam material. Underside of the outer wall surface The corners protruding wall portion of the wall thickness in contact with the inner surface of the shield tunnel is characterized in that it is formed integrally projects. The invention of claim 6 relates to the protective member 3 used in the protective structure.
[0007]
In such a configuration, since the protection member 3 is fitted in advance to the edge 2a of the beam member 2, in the field work, work such as laying (pinching) the protection sheet is omitted. The safety of workers can be ensured.
[0008]
Moreover, in such a structure, since the gravity center of the edge part 2a of the beam material 2 is received by the thick jetty part 3b of the protection member 3, there is no breakage of the protection member 3, and a protection function improves.
[0009]
It is desirable that the protective member is made of hard enviroment or hard ABS resin.
[0010]
In the inventions of claims 3 and 8, the protective member 3 has a generally U-shaped cross section as a whole, and is fitted and held on at least a piece of the edge portion 2a corresponding to the inner surface of the shield tunnel of the beam member 2. A cut groove portion 3c into which the intermediate piece of the beam member 2 is inserted is formed in an intermediate portion between the upper and lower pieces.
[0011]
In such a configuration, the protection member 3 can be easily attached to the end edge portion 2a of the beam member 2, the protection function is improved, and the displacement of the protection member 3 after the attachment is small.
[0012]
In the invention of claim 4, an insertion member 4 having a generally U-shaped cross section made of a thin plate of metal or hard synthetic resin is fitted and held on the piece of the edge 2 a of the beam member 2, and the outer surface of the insertion member 4 From the above, the protective member 3 is fitted and held.
[0013]
In such a configuration, even when there is a burr at the time of fusing at the edge 2 of the beam member 2, the burr is covered by the insertion member 4, and the rubber-like protective member 3 is cut by the burr and damaged. There is nothing to do.
[0014]
In the invention of claim 5, when the intermediate portion of the beam member 2 is supported on the bottom inner surface 1a of the shield tunnel by the support column 5 made of the same steel material as the beam member 2, at least the shield tunnel of the support column 5 It is characterized in that a supporting column protection member 6 having a fitting groove having a substantially U-shaped cross section having the same shape as that of the protection member 3 is fitted and held on a piece of an edge portion corresponding to the inner surface of the support member.
[0015]
In such a configuration, the bottom inner surface 1a of the shield tunnel is not damaged by the lower end of the support pillar 5.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the protection structure for the inner surface of the shield tunnel of the present invention will be specifically described below with reference to the drawings. FIG. 1 is an overall schematic front view showing an embodiment of a protective structure of the present invention. As shown in FIG. 1, a beam member 2 made of steel bar is installed in the width direction between the upper and lower sides of the inner surface 1a of the shield tunnel 1 formed by the shield method, and a rail 14 is installed in the longitudinal direction using this as a sleeper. Then, the work cart 15 is configured to travel. The inner surface 1a of the shield tunnel 1 is formed by the inner surface of the concrete segment. A protective member 3 serving as an elastic and flexible protector is fitted to a piece of the end edge 2a of the beam 2 that contacts the inner surface 1a of the shield tunnel 1. The protective member 3 is formed of rubber or synthetic resin, and can be formed of, for example, vinyl chloride resin, ABS resin, polyamide resin, polypropylene resin, elastomer, or white rubber compounded with silica. The protective member 3 is substantially U-shaped in cross section, and is formed with a substantially U-shaped fitting groove 3a. The fitting of the protective member 3 is carried out by using an adhesive in addition to the elastic fitting of the protective member 3. can do.
[0017]
2 and 3 show the protective member 3 (3-1) according to the first embodiment. This protective member 3 (3-1) has a generally U-shaped cross section as a whole, and is fitted with a piece (lower piece 2b or lower piece 2b and upper piece 2c) of the end edge 2a of the beam member 2. It has a fitting groove 3a having a shape. In the embodiment of FIG. 3, the edge 2a of the beam member 2 is cut vertically, and protective members 3 (3-1) are fitted to the left and right of the intermediate piece 2d in the lower piece 2b, respectively. When the edge 2a of the beam member 2 is cut obliquely along the curve of the inner surface 1a of the shield tunnel 1, the upper and lower pieces may come into contact with the inner surface 1a. 3 (3-1) is fitted. Moreover, it is desirable to form thickly the lower piece part which hits the inner surface 1a of the shield tunnel 1 of the protection member 3 (3-1), especially the lower corner part of the outer wall surface.
[0018]
4 and 5 show the protective member 3 (3-2) according to the second embodiment. The protective member 3 (3-2) has a semicircular or inverted triangular jetty 3b formed at the lower corner of the outer wall surface. The center of gravity of the edge portion 2a of the beam member 2 is received by the jetty portion 3b, and the contact with the inner surface 1a of the shield tunnel 1 is buffered. In the embodiment of FIG. 5, the edge 2a of the beam member 2 is obliquely cut substantially along the curve of the inner surface 1a of the shield tunnel 1, and the protective member 3 (3-2) is fitted to the upper and lower pieces, respectively. It is worn.
[0019]
FIG. 6 shows a protective member 3 (3-3) according to the third embodiment. The protective member 3 (3-3) is formed of a hard resin having impact resistance and elasticity, for example, hard enviroment or hard ABS, and has a generally U-shaped cross section as a whole, and an opening edge of the fitting groove 3a. Is elastically expanded to be fitted and held on a piece of the end edge 2a of the beam member 2. Therefore, in the natural state, the opening edge of the fitting groove 3a is inclined and reduced inward as shown in FIG. 6 (a), and is fitted into the piece of the beam member 2 as shown in FIG. 6 (b). The diameter is elastically expanded. The opening edge of the fitting groove 3a is a guide edge 3d widened upward or downward in the diameter increasing direction, so that the beam member 2 can be easily inserted into the piece. A jetty portion 3b in contact with the inner surface 1a of the shield tunnel 1 is integrally formed at the lower corner portion of the outer wall surface of the protection member 3 (3-3). The jetty portion 3b has a substantially inverted triangular shape, and a cavity for stealing meat is formed inside.
[0020]
FIG. 7 shows a protective member 3 (3-4) according to the fourth embodiment. In this protective member 3 (3-4), a solid triangular jetty portion 3b that is in contact with the inner surface 1a of the shield tunnel 1 is integrally formed at the lower corner portion of the outer wall surface.
[0021]
FIG. 8 shows a protective member 3 (3-5) according to the fifth embodiment. In this protective member 3 (3-4), a ridge portion 3b having a fin shape in cross section that is in contact with the inner surface 1a of the shield tunnel 1 is integrally formed to project downward in the lower corner portion of the outer wall surface.
[0022]
FIG. 9 shows a protective member 3 (3-6) according to the sixth embodiment. In the protective member 3 (3-6), a cut groove portion 3c into which the intermediate piece 2d of the beam member 2 is inserted is formed in the middle portion of the substantially U-shaped upper or lower piece. The protection member 3 (3-6) is fitted to the beam member 2 such that the kerf portion 3c is fitted into the intermediate piece 2d of the beam member 2.
[0023]
FIG. 10 shows a seventh embodiment. In this embodiment, a substantially U-shaped insertion member 4 made of a thin plate of metal or hard synthetic resin is fitted and held on a piece of the end edge 2 a of the beam member 2, and from the outer surface of the insertion member 4. The protective member 3 (3-1 to 6) is fitted and held. The insertion member 4 is preferably formed of a thin metal plate having elasticity such as stainless steel. In such a configuration, even when there is a burr at the time of fusing at the edge 2 of the beam member 2, the burr is covered by the insertion member 4, and the rubber-like protective member 3 is cut by the burr and damaged. There is nothing to do.
[0024]
FIG. 11 shows an eighth embodiment. In this embodiment, the intermediate portion of the beam member 2 is supported on the bottom inner surface 1a of the shield tunnel by the support column 5 made of the same steel material as the beam member 2. The support pillars 5 may be formed at one place in the middle part of the beam member 2 or may be formed at a plurality of places such as two places. A supporting column protection member 6 having a substantially U-shaped fitting groove having the same shape as that of the protection member 3 (3-1 to 6) is fitted to the lower edge portion of the supporting column 5. Is retained. In such a configuration, the bottom inner surface 1a of the shield tunnel is not damaged by the lower end of the support pillar 5.
[0025]
【The invention's effect】
The present invention has been described in detail above, in order to protect the inner surface of the shield tunnel from the beam material for sleepers during construction in the shield tunnel, the edge of the beam material is previously made of rubber, synthesized Since an elastic and flexible protective member such as resin is fitted, work such as laying (pinching) the protective sheet is omitted in the field work, improving workability and worker safety. Can also be secured. Further, the protective member is fitted through a fitting groove having a substantially U-shaped cross section, and is structurally robust and does not break.
[Brief description of the drawings]
FIG. 1 is an overall schematic front view showing an embodiment of a protective structure of the present invention.
FIG. 2 is a cross-sectional view showing a first embodiment of a protective member of the present invention.
FIG. 3 is a cross-sectional view showing a mounting state of the protection member according to the first embodiment.
FIG. 4 is a cross-sectional view showing a second embodiment of the protective member of the present invention.
FIG. 5 is a cross-sectional view showing a mounting state of the protective member according to the second embodiment.
FIG. 6 is a cross-sectional view showing a third embodiment of the protective member of the present invention.
FIG. 7 is a cross-sectional view showing a fourth embodiment of the protective member of the present invention.
FIG. 8 is a sectional view showing a fifth embodiment of a protective member of the present invention.
FIG. 9 is a cross-sectional view showing a sixth embodiment of the protective member of the present invention.
FIG. 10 is a cross-sectional view showing a seventh embodiment of the present invention.
FIG. 11 is a sectional view showing an eighth embodiment of the present invention.
FIG. 12 is an overall schematic front view of a conventional protective structure.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Shield tunnel 1a Inner surface 2 Beam material 2a End edge part 2b Lower piece 2c Upper piece 2d Intermediate piece 3 Protection member 3a Fitting groove 3b Groove 3c Cut groove part 3d Guide edge 4 Insertion member 5 Support pillar 6 Protection member for support pillar 14 rail 15 work trolley

Claims (8)

シールドトンネル内に幅方向に架設する鋼材よりなる梁材から前記シールドトンネルの内面を保護する保護構造であって、少なくとも前記梁材の前記シールドトンネルの内面に当たる端縁部の片に、略断面コ形の嵌合溝を有する保護部材を嵌合保持せしめたシールドトンネル内面の保護構造において、
前記保護部材は、耐衝撃性と弾性を有する硬質合成樹脂により形成され、全体として略断面コ形をなすとともに、その前記嵌合溝の開口縁が自然状態で内方に傾斜縮小され、その開口縁を弾性的に押し広げて前記梁材の端縁部の片に嵌合保持自在とされ、その外壁面の下側の隅角部には前記シールドトンネルの内面に接する肉厚の突堤部が一体に突出形成されていることを特徴とするシールドトンネル内面の保護構造。
A protective structure for protecting the inner surface of the shield tunnel from a beam material made of steel material installed in the width direction in the shield tunnel , wherein at least a piece of the edge portion of the beam material corresponding to the inner surface of the shield tunnel has a substantially cross-sectional shape. In the protective structure of the inner surface of the shield tunnel in which a protective member having a shape fitting groove is fitted and held ,
The protective member is formed of a hard synthetic resin having impact resistance and elasticity, and has a substantially cross-sectional U shape as a whole, and the opening edge of the fitting groove is inclined and reduced inward in a natural state, and the opening The edge is elastically expanded to be fitted and held to the end edge piece of the beam material, and a thick jetty in contact with the inner surface of the shield tunnel is provided at the lower corner of the outer wall surface. A protective structure for the inner surface of a shield tunnel, characterized by being integrally formed to protrude.
前記保護部材は、硬質エンビ又は硬質ABS樹脂により形成されていることを特徴とする請求項1に記載のシールドトンネル内面の保護構造。The protection structure for the inner surface of the shield tunnel according to claim 1, wherein the protection member is made of hard enviroment or hard ABS resin . 前記保護部材は、全体として略断面コ形をなすとともに少なくとも前記梁材の前記シールドトンネルの内面に当たる端縁部の片に嵌合保持されており、その上又は下片の中間部に、エ形鋼よりなる梁材の中間片が挿入される切溝部が形成されていることを特徴とする請求項1又は2に記載のシールドトンネル内面の保護構造。The protective member has a generally U-shaped cross section as a whole, and is fitted and held to at least a piece of an edge portion corresponding to the inner surface of the shield tunnel of the beam material. The protective structure for the inner surface of the shield tunnel according to claim 1, wherein a cut groove portion into which an intermediate piece of a beam material made of steel is inserted is formed. 前記梁材の前記シールドトンネルの内面に当たる端縁部の片には、金属又は硬質合成樹脂の薄板よりなる略断面コ形の内挿部材が嵌合保持され、該内挿部材の外面から前記保護部材を嵌合保持せしめたことを特徴とする請求項1、2又は3に記載のシールドトンネル内面の保護構造。An insertion member having an approximately U-shaped cross section made of a thin plate of metal or hard synthetic resin is fitted and held on a piece of an edge portion corresponding to the inner surface of the shield tunnel of the beam material, and the protection from the outer surface of the insertion member The protection structure for the inner surface of the shield tunnel according to claim 1, 2, or 3, wherein the members are fitted and held. 前記梁材は、その底面の中間部が梁材と同様の鋼材よりなるる支持柱によりシールドトンネルの底部上に支持されており、少なくとも前記支持柱の前記シールドトンネルの内面に当たる端縁部の片に、略断面コ形の嵌合溝を有する保護部材を嵌合保持せしめたことを特徴とする請求項1乃至4のいずれか1項記載のシールドトンネル内面の保護構造。The beam material is supported on the bottom of the shield tunnel by a support column made of a steel material similar to the beam material at the bottom of the beam material, and at least a piece of an edge portion corresponding to the inner surface of the shield tunnel of the support column The protection structure for the inner surface of the shield tunnel according to any one of claims 1 to 4, wherein a protection member having a fitting groove having a substantially U-shaped cross section is fitted and held. 請求項1乃至4のいずれか1項記載のシールドトンネル内面の保護構造に用いる保護部材において、
耐衝撃性と弾性を有する硬質合成樹脂により形成され、全体として略断面コ形をなすとともに、その前記嵌合溝の開口縁が自然状態で内方に傾斜縮小され、その開口縁を弾性的に押し広げて前記梁材の端縁部の片に嵌合保持自在とされ、その外壁面の下側の隅角部には前記シールドトンネルの内面に接する突堤部が一体に形成されていることを特徴とするシールドトンネル内面の保護部材。
In the protective member used for the protection structure of the shield tunnel inner surface of any one of Claims 1 thru | or 4,
It is made of hard synthetic resin with impact resistance and elasticity, and has a generally U-shaped cross section as a whole, and the opening edge of the fitting groove is inclined and reduced inward in a natural state, and the opening edge is elastically formed. It is possible to fit and hold to a piece of the edge portion of the beam material by spreading it, and a jetty portion in contact with the inner surface of the shield tunnel is integrally formed at the lower corner portion of the outer wall surface. A protective member for the inner surface of the shield tunnel.
硬質エンビ又は硬質ABS樹脂により形成されていることを特徴とする請求項6に記載のシールドトンネル内面の保護部材。The protective member for the inner surface of the shield tunnel according to claim 6, wherein the protective member is formed of a hard resin or a hard ABS resin . 全体として略断面コ形をなすとともに、その上又は下片の中間部に、該片の縁部に開口する切溝部が形成されていることを特徴とする請求項6又は7に記載のシールドトンネル内面の保護部材。8. The shield tunnel according to claim 6 or 7, wherein the shield tunnel as a whole has a substantially U-shaped cross section, and a kerf portion opened at an edge portion of the upper or lower piece is formed at an intermediate portion of the upper or lower piece. Protective member for the inner surface.
JP19772698A 1998-07-13 1998-07-13 Protection structure and protective member for shield tunnel inner surface Expired - Lifetime JP3848473B2 (en)

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JP3848473B2 true JP3848473B2 (en) 2006-11-22

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