JP2007046268A - Protective mechanism for antiterrorism measure in cable for existing bridge - Google Patents

Protective mechanism for antiterrorism measure in cable for existing bridge Download PDF

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JP2007046268A
JP2007046268A JP2005229523A JP2005229523A JP2007046268A JP 2007046268 A JP2007046268 A JP 2007046268A JP 2005229523 A JP2005229523 A JP 2005229523A JP 2005229523 A JP2005229523 A JP 2005229523A JP 2007046268 A JP2007046268 A JP 2007046268A
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cable
bridge
terrorism
protective
bridges
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Takeshi Murakami
健 村上
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CHIYODA ENGINEERING CONSULTANT
CHIYODA ENGINEERING CONSULTANTS CO Ltd
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CHIYODA ENGINEERING CONSULTANT
CHIYODA ENGINEERING CONSULTANTS CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a protective mechanism for antiterrorism measures in a cable for an existing bridge, which facilitates work for mounting a protective member, excellent in heat resistance/impact resistance, in the critical location of the cable for the existing bridge. <P>SOLUTION: The protective mechanism A for the antiterrorism measures is installed in the proper location of the cable 5 for a suspension bridge 1 as a huge bridge, or a cable stayed bridge 7. The protective mechanism A comprises a protective board 6 which is externally inserted to the outer peripheral surface of the cable 5 in such a manner that a gap is made in between, and a filler 9 which is infilled into the gap. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、既設橋梁用ケーブルにおけるテロ対策用防護機構に関する。詳しくは長大橋の吊橋や斜張橋のメインケーブルを爆弾テロから防護機構に係るものである。   The present invention relates to a terrorism protection mechanism for existing bridge cables. Specifically, the main cable of the suspension bridge of the long bridge and the cable stayed bridge is related to the protection mechanism from bomb terrorism.

従来より長大橋の吊橋や斜張橋などの橋梁用ケーブルは、常に塩害や風雨に晒されるとことから耐候性や耐蝕性に優れた防護膜によって覆う必要性がある。この種の防護手段を備えた発明として例えば図6に示す橋梁用ケーブルがある。この橋梁用ケーブルは、多数のストランド101を束ねてなるケーブル本体102の外周に、発泡ポリエチレン成形体からなる断熱板103の全周辺にチタンアングルからなる保持縁材104を貼着してなる内層板105と、薄肉のチタン板からなる表皮板106とを有してなる複合被覆板107を被装してなる構成とされる(特許文献1参照。)。   Conventionally, cables for bridges such as suspension bridges and cable-stayed bridges of long-span bridges are always exposed to salt damage and wind and rain, so it is necessary to cover them with a protective film having excellent weather resistance and corrosion resistance. For example, there is a bridge cable as shown in FIG. This bridge cable is an inner layer plate in which a holding edge member 104 made of titanium angle is attached to the entire periphery of a heat insulating plate 103 made of a foamed polyethylene molded body on the outer periphery of a cable body 102 formed by bundling a large number of strands 101. 105 and a composite covering plate 107 having a skin plate 106 made of a thin titanium plate (see Patent Document 1).

特開平6−33421号公報(要約書、第1図)JP-A-6-33421 (Abstract, Fig. 1)

前記の橋梁用ケーブルでは、耐蝕性に優れる表皮板に耐候および防水機能を担持させることで、定期的な再塗布を要する塗料塗布に依存することなく、その表層に安定した耐候・防水皮膜を長期に維持できるものである。   The cable for bridges described above has a weatherproof and waterproof coating on the surface layer for a long period of time without depending on paint application that requires periodic re-application, by carrying a weatherproof and waterproof function on a skin plate with excellent corrosion resistance. Can be maintained.

しかしながら例えばテロにより橋梁用ケーブルに爆薬が仕掛けられた場合には、前記のような防護膜では、その爆発時の衝撃力に耐えることはできず一部の鋼線が切断されることにより次から次に他の鋼線が破断して橋梁用ケーブルが破断することによって支持される橋桁が崩れ落ちるなどの大惨事になる恐れがある。   However, for example, when an explosive is applied to a cable for a bridge due to terrorism, the protective film as described above cannot withstand the impact force at the time of the explosion, and some steel wires are cut, so that Next, when another steel wire breaks and the cable for the bridge breaks, there is a possibility that the bridge girder supported collapses and becomes a catastrophe.

したがって、テロの脅威にさらされている国では24時間体制でのパトロールによって侵入者によるテロ行為を防いでいるのが現状であり、非常に多くの警備員と経費がかかるために全ての吊り橋などの警備は不可能となり、重要幹線道路としての機能が果たせなくなる恐れがある。   Therefore, in countries that are threatened by terrorism, the current situation is that terrorist acts by intruders are prevented by patrols around the clock, and all suspension bridges, etc., due to the large number of guards and expenses. Security is not possible, and there is a risk that the function as an important highway will not be performed.

例えば、橋を通過中の可燃物を搭載したタンクローリー車が事故によって爆発炎上した場合には、その爆発時による高温によって近接する橋梁用ケーブルが破断する恐れがある。   For example, when a tank truck equipped with a combustible material passing through a bridge explodes in an accident, there is a risk that adjacent bridge cables will break due to the high temperature caused by the explosion.

このようなテロや事故の対策として、既存の橋梁用ケーブルの全長に渡って、新たに耐熱性・耐衝撃性に優れた保護部材によって覆着するには足場などの確保の安全性や搬送および取り付け作業が非常に煩雑となる問題がある。   As countermeasures against such terrorism and accidents, it is necessary to secure the scaffolding etc. to cover the entire length of the existing bridge cable with a new protective member with excellent heat resistance and impact resistance, transportation and There is a problem that the installation work becomes very complicated.

本発明は、以上の点に鑑みて創案されたものであって、既存の橋梁用ケーブルの危険個所に耐熱性・耐衝撃性に優れた保護部材の取り付け作業が非常に容易に行うことができる既設橋梁用ケーブルにおけるテロ対策用防護機構を提供することを目的とするものである。   The present invention was devised in view of the above points, and it is very easy to attach a protective member having excellent heat resistance and impact resistance to a dangerous part of an existing bridge cable. The purpose is to provide a protection mechanism against terrorism in existing bridge cables.

上記の目的を達成するために、本発明に係る既設橋梁用ケーブルにおけるテロ対策用防護機構は、長大橋である吊り橋、あるいは斜張橋の橋梁用ケーブルの適宜個所に設置されるテロ対策用防護機構において、橋梁用ケーブルの外周面に対して隙間を設けて外挿される防護板と、前記隙間に充填される充填材とから構成される。   In order to achieve the above object, the terrorism protection mechanism in the existing bridge cable according to the present invention is a terrorism protection mechanism installed at an appropriate location on a suspension bridge, which is a long bridge, or a bridge cable in a cable-stayed bridge. In the mechanism, it is composed of a protective plate that is extrapolated with a gap provided on the outer peripheral surface of the bridge cable, and a filler that fills the gap.

ここで、爆破物が設置され易い橋梁用ケーブルの適宜個所に、橋梁用ケーブルの外周面に対して隙間を設けて防護板を外挿し、該隙間にモルタルセメントなどによる充填材を充填することにより、防護板が爆破による直接的な衝撃および高熱を遮断して充填材への影響を排除し、さらに充填材が橋梁用ケーブル5への間接的な衝撃および高熱を排除して破断を防ぐものである。   Here, by providing a gap with respect to the outer peripheral surface of the bridge cable at an appropriate location of the bridge cable where the blasting material is likely to be installed, extrapolating a protective plate, and filling the gap with a filler such as mortar cement The protective plate blocks direct impact and high heat from blasting to eliminate the influence on the filler, and the filler eliminates indirect impact and high heat on the bridge cable 5 to prevent breakage. is there.

本発明の既設橋梁用ケーブルにおけるテロ対策用防護機構では、耐蝕性防護膜が施された既存のケーブルに対して、耐熱性および耐衝撃性に優れた素材より形成される筒体により外挿してケーブルと筒体との隙間にモルタルを充填することで容易に防護材を被覆することが可能となる。   In the protection mechanism for anti-terrorism in the existing bridge cable according to the present invention, the existing cable provided with the corrosion-resistant protective film is extrapolated by a cylinder formed of a material having excellent heat resistance and impact resistance. It becomes possible to easily cover the protective material by filling the gap between the cable and the cylinder with mortar.

また、防護機構の施工の際にはメインケーブルの防護を必要とされる個所に軽量の筒体を外挿して、モルタルを注入することで施工が完了するものであり、手間がかからず、かつ短期間での施工が可能となる。   Also, when constructing the protective mechanism, extra work is completed by injecting a lightweight cylinder to the place where the main cable needs to be protected, and injecting mortar. And construction in a short period of time becomes possible.

以下、本発明の実施の形態を図面を参酌しながら説明し、本発明の理解に供する。
図1は、長大橋のうち吊り橋の一例の概要を示す側面説明図、図2は、長大橋のうち斜張橋の一例の概要を示す側面説明図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings to provide an understanding of the present invention.
FIG. 1 is a side explanatory view showing an outline of an example of a suspension bridge among long bridges, and FIG. 2 is a side explanatory view showing an outline of an example of a cable stayed bridge among long bridges.

ここで示す吊り橋1は、海峡や川を挟んで対岸には橋台2,2が設置され、各橋台2,2間に船舶の往来に充分な幅を確保した状態で橋脚3,3が立設される。   The suspension bridge 1 shown here has abutments 2 and 2 on the opposite shore across the strait and river, and the piers 3 and 3 are erected in a state where a sufficient width is secured between each abutment 2 and 2 Is done.

そこで前記橋台2,2間に渡設される橋桁4を橋台2から橋脚3の上端を通して橋梁用ケーブル5を張り、この橋梁用ケーブル5と橋桁4とを補助ケーブル10によって連結することで橋桁4が水平状に吊り下げられるものである。   Therefore, a bridge girder 4 extending between the abutments 2 and 2 is stretched from the abutment 2 through the upper end of the pier 3 and a bridge cable 5 is stretched, and the bridge girder 5 and the bridge girder 4 are connected by the auxiliary cable 10. Is suspended horizontally.

また、斜張橋7は、比較的距離の長い海峡や川の間に数個の橋脚3を立設し、これらの橋脚3間に渡設される橋桁4を各橋脚3の頂点を中心として、これから派生する橋梁用ケーブル5によって橋桁4を連結することで橋桁4が水平状に吊り下げられるものである。   The cable stayed bridge 7 has several bridge piers 3 standing between relatively long straits and rivers, and the bridge girder 4 extending between these piers 3 is centered on the top of each pier 3. The bridge girder 4 is suspended horizontally by connecting the bridge girder 4 with the bridge cable 5 derived therefrom.

したがってこれらの吊り橋1および斜張橋7の橋桁4は橋梁用ケーブル5によって吊り下げられて支えられているために、例えば橋梁用ケーブル5がテロ行為によって爆破されて切断などの大きな損傷を受けた場合には橋桁4を水平状に支持することができず傾く、あるいは崩れ落ちるなどの大惨事となる恐れがある。   Therefore, since the bridge girder 4 of the suspension bridge 1 and the cable stayed bridge 7 is suspended and supported by the cable 5 for the bridge, the bridge cable 5 was blown up by the act of terrorism and suffered great damage such as cutting. In some cases, the bridge girder 4 cannot be supported horizontally, and there is a risk of catastrophe such as tilting or collapsing.

そこで前記吊り橋1の場合では、橋台2との接続個所および橋桁4の中央付近に位置する橋梁ケーブル5に爆薬を設置される危険性が高い。   Therefore, in the case of the suspension bridge 1, there is a high risk of explosives being installed at the connection point with the abutment 2 and the bridge cable 5 located near the center of the bridge girder 4.

また、前記斜張橋7の場合では、橋桁4上の橋梁用ケーブル5との接続個所に爆薬を設置される危険性が高い。   Further, in the case of the cable-stayed bridge 7, there is a high risk that explosives are installed at the connection point with the bridge cable 5 on the bridge girder 4.

このように爆薬が設置される危険性の高い個所の橋梁用ケーブル5に対して、図3(イ)、(ロ)に示すようにテロ対策用防護機構を設けるものである。   Thus, as shown in FIGS. 3 (a) and 3 (b), a terrorism protection mechanism is provided for the bridge cable 5 at a high risk location where explosives are installed.

このテロ対策用防護機構Aは、橋梁用ケーブル5の長手方向の外周面に対して耐衝撃性、耐火性および耐久性に優れた半円筒形状の防護板6、6の両側端を重ねた状態で接合用ピン11によって結合することで橋梁用ケーブル5の外周面と一定の隙間を空けた状態で外挿されるものである。   This anti-terrorism protection mechanism A is a state in which both ends of semi-cylindrical protection plates 6 and 6 excellent in impact resistance, fire resistance and durability are overlapped on the outer peripheral surface in the longitudinal direction of the cable 5 for bridges. In this case, it is extrapolated with a certain clearance from the outer peripheral surface of the bridge cable 5 by being coupled by the joining pins 11.

そして橋梁用ケーブル5の外周面と防護板6との間の隙間にモルタルセメント注入ホース8を挿し込み、前記防護板6の一端側を閉塞してモルタルセメント9の注入を行うことより隙間なくモルタルセメント9の充填が行えるものである。   The mortar cement injection hose 8 is inserted into the gap between the outer peripheral surface of the cable 5 for the bridge and the protective plate 6, and the mortar cement 9 is injected by closing one end of the protective plate 6 so that the mortar can be obtained without gaps. The cement 9 can be filled.

これにより橋梁用ケーブル5外周面はモルタルセメント9によって被包されることになり、爆発による橋梁用ケーブル5への衝撃力を緩和させることになる。   As a result, the outer peripheral surface of the bridge cable 5 is encapsulated by the mortar cement 9, and the impact force on the bridge cable 5 due to the explosion is reduced.

なお、前記防護板6の素材としては、耐衝撃性、耐火性および耐久性を有するものを使用するものであるが、その中で最も耐火性に優れたポリエチレン系、最も耐衝撃性に優れたナイロン系、あるいは最も耐久性に優れたエポキシ系など環境に応じて最も適した素材を使用することが望ましい。   In addition, as a material of the said protective plate 6, although what has impact resistance, fire resistance, and durability is used, the polyethylene system which was most excellent in fire resistance in it, and was most excellent in impact resistance It is desirable to use the most suitable material according to the environment such as nylon or epoxy having the most durability.

また、橋梁用ケーブル5の外周面と防護板6との間には、必ずしもモルタルセメントを充填する必要性はなく、例えば硬化材が混入されるセメントミルクや硬化樹脂充填材など爆発による衝撃を吸収する素材や耐火性に優れた素材など橋梁用ケーブルの破断を防ぐことができる充填材であればいかなるものであっても構わない。   In addition, it is not always necessary to fill mortar cement between the outer peripheral surface of the bridge cable 5 and the protective plate 6. For example, cement milk mixed with hardener or hardened resin filler absorbs impact caused by explosion. Any filler may be used as long as it can prevent breakage of the bridge cable, such as a material to be used and a material having excellent fire resistance.

本発明では、図4に示すように吊り橋1の場合には、橋台2と橋梁用ケーブル5との接続部分に長さ約2メートルのテロ対策用防護機構Aを設け、更に橋桁4中央の付近の橋梁用ケーブル5にテロ対策用防護機構Aを設ける。   In the present invention, in the case of the suspension bridge 1 as shown in FIG. 4, a terrorism protection mechanism A having a length of about 2 meters is provided at the connecting portion between the abutment 2 and the bridge cable 5, and further, in the vicinity of the center of the bridge girder 4. Is provided with a protection mechanism A for terrorism countermeasures.

また、図5に示すように斜張橋7の場合では、橋桁4上の橋梁用ケーブル5との接続個所にそれぞれテロ対策用防護機構Aを設ける。   Further, as shown in FIG. 5, in the case of the cable-stayed bridge 7, a terrorism protection mechanism A is provided at each connection point with the bridge cable 5 on the bridge girder 4.

このようにして爆破物が設置され易い橋梁用ケーブル5の個所にテロ対策用防護機構Aを設けることによって、例えばテロにより爆破物が取り付けられて爆破された場合や可燃物を搭載したタンクローリー車の事故による爆発炎上時には、の橋梁用ケーブル5の外周面が一定厚さのモルタルセメント9と防護板6によって被包されていることにより、最初に防護板6が爆破による直接的な衝撃および高熱を遮断してモルタルセメント9への影響を排除し、さらにモルタルセメント9が橋梁用ケーブル5への間接的な衝撃および高熱を排除して破断を防ぐものである。   By providing the protection mechanism A for terrorism countermeasures at the location of the bridge cable 5 where the blasting material is easily installed in this way, for example, when the blasting material is attached and blown up by terrorism or a tank truck equipped with a combustible material At the time of an explosion flame due to an accident, the outer peripheral surface of the bridge cable 5 is encapsulated by a mortar cement 9 and a protective plate 6 having a certain thickness, so that the protective plate 6 is first subjected to direct impact and high heat due to blasting. By blocking, the influence on the mortar cement 9 is eliminated, and the mortar cement 9 eliminates indirect impact and high heat on the bridge cable 5 to prevent breakage.

また、テロ対策用防護機構Aを取り外し場合には、防護板6を取り外した後に、露出したモルタルセメント9をハンマーなどによって打撃することにより破砕することで容易に取り外すことができる。   Further, when removing the protection mechanism A for countermeasures against terrorism, the protective plate 6 can be easily removed by removing the protective plate 6 and then crushing the exposed mortar cement 9 with a hammer or the like.

長大橋のうち吊り橋の一例の概要を示す側面説明図である。It is side explanatory drawing which shows the outline | summary of an example of a suspension bridge among long-span bridges. 長大橋のうち斜張橋の一例の概要を示す側面説明図である。It is side explanatory drawing which shows the outline | summary of an example of a cable-stayed bridge among long-span bridges. 本発明を適用したテロ対策用防護機構の一例を示す説明図である。It is explanatory drawing which shows an example of the protection mechanism for terrorism countermeasures to which this invention is applied. 本発明を適用したテロ対策用防護機構を吊り橋に取り付ける場合の一例を示す説明図である。It is explanatory drawing which shows an example at the time of attaching the protection mechanism for terrorism countermeasures to which this invention is applied to a suspension bridge. 本発明を適用したテロ対策用防護機構を斜張橋に取り付ける場合の一例を示す説明図である。It is explanatory drawing which shows an example at the time of attaching the protection mechanism for terrorism countermeasures to which this invention is applied to a cable-stayed bridge. 従来の橋梁用ケーブルの一例を示す説明図である。It is explanatory drawing which shows an example of the conventional cable for bridges.

符号の説明Explanation of symbols

1 吊り橋
2 橋台
3 橋脚
4 橋桁
5 橋梁用ケーブル
6 防護板
7 斜張橋
8 モルタルセメント注入ホース
9 モルタルセメント
10 補助ケーブル
11 接合用ピン
DESCRIPTION OF SYMBOLS 1 Suspension bridge 2 Abutment 3 Bridge pier 4 Bridge girder 5 Cable for bridge 6 Guard plate 7 Cable-stayed bridge 8 Mortar cement injection hose 9 Mortar cement 10 Auxiliary cable 11 Pin for connection

Claims (3)

長大橋である吊り橋、あるいは斜張橋の橋梁用ケーブルの適宜個所に設置されるテロ対策用防護機構において、
橋梁用ケーブルの外周面に対して隙間を設けて外挿される防護板と、
前記隙間に充填される充填材とから構成される
ことを特徴とする既設橋梁用ケーブルにおけるテロ対策用防護機構。
In the protection mechanism for anti-terrorism that is installed at the appropriate place of the cable for bridges of suspension bridges or cable-stayed bridges that are long bridges,
A protective plate that is extrapolated with a gap to the outer peripheral surface of the bridge cable;
A protective mechanism for countering terrorism in an existing bridge cable, comprising: a filler that fills the gap.
前記防護板が、耐衝撃性、耐火性および耐久性を有する合成樹脂素材より形成される
ことを特徴とする請求項1記載の既設橋梁用ケーブルにおけるテロ対策用防護機構。
The protection mechanism for terrorism countermeasures in an existing bridge cable according to claim 1, wherein the protection plate is made of a synthetic resin material having impact resistance, fire resistance and durability.
前記充填材は、モルタルセメントにより形成される
ことを特徴とする請求項1または2記載の既設橋梁用ケーブルにおけるテロ対策用防護機構。
The protective mechanism for terrorism countermeasures in an existing bridge cable according to claim 1, wherein the filler is formed of mortar cement.
JP2005229523A 2005-08-08 2005-08-08 Protective mechanism for antiterrorism measure in cable for existing bridge Pending JP2007046268A (en)

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JP2011064010A (en) * 2009-09-17 2011-03-31 Giken Kanri:Kk Fire resistive covering structure of prestressing steel, and method for constructing the same
CN102094383A (en) * 2010-12-21 2011-06-15 中铁大桥勘测设计院有限公司 Suspended and cable-stayed combined structural bridge
CN107460826A (en) * 2017-08-25 2017-12-12 柳州欧维姆机械股份有限公司 A kind of new explosion-proof impact drag-line
KR20180071182A (en) * 2016-12-19 2018-06-27 소레탄체 프레씨네트 Fire protection device for a structural cable
CN108755411A (en) * 2018-06-21 2018-11-06 柳州欧维姆机械股份有限公司 A kind of bridge cable anti-collision structure
KR101993578B1 (en) * 2019-03-22 2019-09-30 주식회사 창성디앤씨 High heat coating wire rope for bridges
CN112900245A (en) * 2021-03-31 2021-06-04 长安大学 Fireproof device for cable-stayed bridge inhaul cable and installation method thereof
CN113895117A (en) * 2020-07-07 2022-01-07 北京橡胶工业研究设计院有限公司 Bridge cable explosion-proof protection system
CN113914213A (en) * 2021-10-13 2022-01-11 江阴市斯瑞特石油机械制造有限公司 Filling protective pipe for protecting overhead guardrail
CN113966425A (en) * 2019-06-11 2022-01-21 Vsl国际股份公司 Armouring element for protecting structural material and/or load-bearing element

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011064010A (en) * 2009-09-17 2011-03-31 Giken Kanri:Kk Fire resistive covering structure of prestressing steel, and method for constructing the same
CN102094383A (en) * 2010-12-21 2011-06-15 中铁大桥勘测设计院有限公司 Suspended and cable-stayed combined structural bridge
KR20180071182A (en) * 2016-12-19 2018-06-27 소레탄체 프레씨네트 Fire protection device for a structural cable
KR102458624B1 (en) 2016-12-19 2022-10-25 소레탄체 프레씨네트 Fire protection device for a structural cable
CN107460826A (en) * 2017-08-25 2017-12-12 柳州欧维姆机械股份有限公司 A kind of new explosion-proof impact drag-line
CN108755411A (en) * 2018-06-21 2018-11-06 柳州欧维姆机械股份有限公司 A kind of bridge cable anti-collision structure
KR101993578B1 (en) * 2019-03-22 2019-09-30 주식회사 창성디앤씨 High heat coating wire rope for bridges
CN113966425A (en) * 2019-06-11 2022-01-21 Vsl国际股份公司 Armouring element for protecting structural material and/or load-bearing element
CN113895117A (en) * 2020-07-07 2022-01-07 北京橡胶工业研究设计院有限公司 Bridge cable explosion-proof protection system
CN112900245A (en) * 2021-03-31 2021-06-04 长安大学 Fireproof device for cable-stayed bridge inhaul cable and installation method thereof
CN112900245B (en) * 2021-03-31 2024-06-04 长安大学 Fireproof device for cable-stayed bridge stay cable and installation method thereof
CN113914213A (en) * 2021-10-13 2022-01-11 江阴市斯瑞特石油机械制造有限公司 Filling protective pipe for protecting overhead guardrail

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