JPH11210162A - Structure of installing rustproof pc steel - Google Patents

Structure of installing rustproof pc steel

Info

Publication number
JPH11210162A
JPH11210162A JP1400998A JP1400998A JPH11210162A JP H11210162 A JPH11210162 A JP H11210162A JP 1400998 A JP1400998 A JP 1400998A JP 1400998 A JP1400998 A JP 1400998A JP H11210162 A JPH11210162 A JP H11210162A
Authority
JP
Japan
Prior art keywords
steel
rust
section
proof
rustproof
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
JP1400998A
Other languages
Japanese (ja)
Other versions
JP3840626B2 (en
Inventor
Yasuo Taguchi
保男 田口
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.)
TIMES ENGINEERING KK
Original Assignee
TIMES ENGINEERING KK
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 TIMES ENGINEERING KK filed Critical TIMES ENGINEERING KK
Priority to JP01400998A priority Critical patent/JP3840626B2/en
Publication of JPH11210162A publication Critical patent/JPH11210162A/en
Application granted granted Critical
Publication of JP3840626B2 publication Critical patent/JP3840626B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a structure which, when a rustproof PC steel is longitudinally curved and installed in the structure of a pier girder or the like, a cover of a synthetic resin on the outer periphery of the rustproof PC steel can be protected so that it is not damaged by collision with a binding part (binding member or curved part of steel through hole) secured to the structure. SOLUTION: Two split members each having a U-shaped cross section are mounted on the outer periphery of the middle of a rustproof PC steel 10 while sandwiching the rustproof PC steel 10, to form an inner periphery protection member 11 of an annular cross section. A lubricant is applied to the outer peripheral surface of the inner periphery protection member 11 to form a lubricant layer 12, Two spit members 13a, 13b each having a U-shaped cross section are mounted on the outer periphery of the inner periphery protection member 11 while sandwiching the inner periphery protection member 11, to form an outer periphery protection member 13 of an annular cross section. The rustproof PC steel 10 is longitudinally curved and installed in such a manner that the outer periphery protection member 13 is made to abut to the binding part of a structure.

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、外ケーブル(アウ
トケーブル)、ポストテンション方式など、橋梁の桁等
の構造物に、合成樹脂により外周が被覆された防錆PC
鋼材を、中間部分の外周側を構造物に固定された拘束部
に当接させて、長手方向に湾曲させて設置する防錆PC
鋼材設置構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rust-proof PC in which the outer periphery is covered with a synthetic resin on a structure such as a bridge girder such as an outer cable (out cable) or a post tension system.
A rust-proof PC in which a steel material is installed by bending the steel in the longitudinal direction by contacting the outer peripheral side of the intermediate portion with the restraining portion fixed to the structure.
Related to steel installation structure.

【0002】[0002]

【従来の技術】橋梁の桁等の構造物にPC鋼材を設置す
る場合、PC鋼材を長手方向に湾曲させて設置するが、
外ケーブルやポストテンション方式においては、構造物
に固定された拘束部(拘束材や鋼材挿通孔の屈曲部)に
防錆PC鋼材の中間部分の外周側を当接させて長手方向
に湾曲させており、従来は、防錆PC鋼材の外周の合成
樹脂の被覆を直に拘束部に当接させていた。
2. Description of the Related Art When installing a PC steel material on a structure such as a bridge girder, the PC steel material is bent in the longitudinal direction and installed.
In the case of an external cable or a post-tension method, the outer peripheral side of the middle part of the rust-proof PC steel is brought into contact with a restraining portion (bending portion of a restraining material or a steel material insertion hole) fixed to a structure, and is bent in a longitudinal direction. Conventionally, the coating of the outer periphery of the rust-proof PC steel material with the synthetic resin has been directly brought into contact with the restraining portion.

【0003】例えば、外ケーブルにおいては、図6に示
すように、防錆PC鋼材10を、両端部分を定着材3、
3により構造物1に固定すると共に、中間部分の外周側
を構造物1に固定された拘束材5、5(拘束部)に当接
させて、長手方向に湾曲させて構造物1の断面外に設置
するが、従来は、防錆PC鋼材10の外周の合成樹脂の
被覆を直に拘束材5、5に当接させていた。
[0003] For example, in the case of an outer cable, as shown in FIG.
3 and the outer peripheral side of the intermediate portion is brought into contact with the restraint members 5 and 5 (restricted portions) fixed to the structure 1 to bend in the longitudinal direction and out of the cross section of the structure 1. Conventionally, the coating of the synthetic resin on the outer periphery of the rust-proof PC steel 10 was directly brought into contact with the restraining members 5 and 5.

【0004】[0004]

【発明が解決しようとする課題】橋梁の桁等の構造物は
載荷重の変動により変形を生じ、防錆PC鋼材の外周側
と構造物の拘束部とが繰返し衝突する。従って、上述の
ように防錆PC鋼材の外周の合成樹脂の被覆を直に構造
物の拘束部に当接させると、合成樹脂の被覆が拘束部と
の衝突により破損し、防錆PC鋼材の防錆性能が低下す
るという問題があった。
A structure such as a bridge girder is deformed due to a change in the applied load, and the outer peripheral side of the rust-proof PC steel repeatedly collides with the restraint portion of the structure. Therefore, as described above, when the coating of the synthetic resin on the outer periphery of the rust-preventive PC steel material is directly brought into contact with the constrained portion of the structure, the synthetic resin coating is damaged by the collision with the constrained portion, and the rust-proof PC steel material is damaged. There was a problem that rust prevention performance was reduced.

【0005】本発明は、このような従来の問題に鑑み、
外ケーブル、ポストテンション方式等において、防錆P
C鋼材の外周の合成樹脂の被覆を好適に保護することが
できる防錆PC鋼材設置構造の提供を目的としたもので
ある。
The present invention has been made in view of such a conventional problem,
Rust prevention P for external cable, post tension system, etc.
It is an object of the present invention to provide a rust-proof PC steel installation structure capable of suitably protecting the outer periphery of a C steel material with a synthetic resin coating.

【0006】[0006]

【課題を解決するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴は、
橋梁の桁等の構造物に、合成樹脂により外周が被覆され
た防錆PC鋼材を、中間部分の外周側を前記構造物に固
定された拘束部に当接させて、長手方向に湾曲させて設
置する防錆PC鋼材設置構造において、環形横断面の内
周保護材と環形横断面の外周保護材と両者に挾まれた潤
滑層とをもって2重筒状に形成された保護シースを、前
記防錆PC鋼材の中間部分の外周に装着し、前記保護シ
ースの前記外周保護材を前記拘束部に当接させることに
ある。
SUMMARY OF THE INVENTION The features of the present invention for solving the conventional problems as described above and achieving the intended purpose are as follows.
A structure such as a bridge girder is provided with a rust-proof PC steel material whose outer periphery is covered with a synthetic resin, by contacting the outer peripheral side of the intermediate portion to a restraining portion fixed to the structure, and bending in the longitudinal direction. In the rust-preventive PC steel installation structure to be installed, the protective sheath formed in a double cylindrical shape with an inner circumferential protective material having an annular cross section, an outer protective material having an annular cross section, and a lubricating layer sandwiched between the two is provided. The rust PC steel material is attached to the outer periphery of an intermediate portion, and the outer protective material of the protective sheath is brought into contact with the restraining portion.

【0007】なお、内周保護材は、防錆PC鋼材を外周
側から挾み込んで装着されるU字形横断面の2つの分割
部材をもって構成され、外周保護材は、前記内周保護材
を外周側から挾み込んで装着されるU字形横断面の2つ
の分割部材をもって構成されることが好ましい。
[0007] The inner circumferential protective member is constituted by two divided members having a U-shaped cross section which are mounted by sandwiching the rust-preventive PC steel material from the outer circumferential side. It is preferable to have two U-shaped cross-section members that are sandwiched and mounted from the outer peripheral side.

【0008】また、潤滑層は、内周保護材の外周面に塗
布される潤滑剤をもって構成されることが好ましい。あ
るいは、外周保護材に、潤滑剤注入孔が設けられ、潤滑
層は、前記潤滑剤注入孔から注入される潤滑剤をもって
構成されることが好ましい。
Preferably, the lubricating layer comprises a lubricant applied to the outer peripheral surface of the inner peripheral protective material. Alternatively, it is preferable that a lubricant injection hole is provided in the outer peripheral protection material, and the lubrication layer is formed of a lubricant injected from the lubricant injection hole.

【0009】[0009]

【発明の実施の形態】次に本発明の実施の形態を図面に
ついて説明する。図1〜4は本発明の第1実施形態であ
って、外ケーブルの場合を示している。
Embodiments of the present invention will now be described with reference to the drawings. 1 to 4 show a first embodiment of the present invention, and show a case of an external cable.

【0010】図1において、1は橋梁の桁等のコンクリ
ート製の構造物、10は構造物1にプレストレスを付与
する防錆PC鋼材であり、防錆PC鋼材10は、両端部
分を定着材3、3により構造物1に固定され、中間部分
の外周側を構造物1に固定された拘束材5、5(拘束
部)に当接させて、長手方向に湾曲して構造物1の断面
外に設置されている。
In FIG. 1, reference numeral 1 denotes a concrete structure such as a bridge girder, and reference numeral 10 denotes a rust-preventive PC steel material for applying a prestress to the structure 1. The cross section of the structure 1 is fixed to the structure 1 by 3 and 3, and the outer peripheral side of the intermediate portion is brought into contact with the restraint members 5 and 5 (restricted portions) fixed to the structure 1 and curved in the longitudinal direction. Installed outside.

【0011】防錆PC鋼材10は、図2に示すように、
複数のPC鋼線10a、10a…を撚り合せて構成され
ており、その外周には、合成樹脂による被覆10bが形
成され、円形横断面になっている。また、防錆PC鋼材
10の内部のPC鋼線10a、10a…の間にも合成樹
脂が充填されている。
[0011] As shown in FIG.
Are formed by twisting a plurality of PC steel wires 10a, 10a,..., And a coating 10b of a synthetic resin is formed on the outer periphery thereof to form a circular cross section. Further, the inside of the rust-proof PC steel material 10 is also filled with a synthetic resin between the PC steel wires 10a, 10a,.

【0012】そして、防錆PC鋼材10の中間部分の外
周に、複数の保護シース(13、13)が、図1に示す
ように、拘束材5、5の配置に対応する配置で装着され
ており、各保護シースは、図3、4に示すように、防錆
PC鋼材10の外周に、円環形横断面の内周保護材11
を装着し、内周保護材11の外周に、潤滑層12を挾ん
で、円環形横断面の外周保護材13を装着することによ
って、2重筒状に形成されている。なお、内周保護材1
1、外周保護材13は、柔軟性を有する合成樹脂により
肉薄に形成されている。
A plurality of protective sheaths (13, 13) are mounted on the outer periphery of the intermediate portion of the rust-preventive PC steel material 10 in an arrangement corresponding to the arrangement of the restraining members 5, 5, as shown in FIG. As shown in FIGS. 3 and 4, each protective sheath is provided on an outer periphery of a rust-proof PC steel material 10 with an inner peripheral protective material 11 having an annular cross section.
Is mounted on the outer circumference of the inner circumference protection material 11 and the outer circumference protection material 13 having an annular cross section is sandwiched with the lubricating layer 12 therebetween. In addition, the inner circumference protection material 1
1. The outer circumferential protective material 13 is formed thin with a flexible synthetic resin.

【0013】図3に示すように、内周保護材11は、U
字形横断面の2つの分割部材11a、11bをもって構
成されており、分割部材11a、11bで防錆PC鋼材
10を外周側から挾み込み、両者の縁部に跨がって連結
テープ11c、11cを接着する形で両者を円筒状に連
結して、防錆PC鋼材10の外周に装着されている。な
お、防錆PC鋼材10の外周面に、油等の潤滑剤を塗布
しておいてもよい。
[0013] As shown in FIG.
The rust-preventive PC steel 10 is sandwiched between the divided members 11a and 11b from the outer peripheral side, and the connecting tapes 11c and 11c are straddled over the edges of the two members. These are connected to each other in a cylindrical shape in the form of bonding, and are mounted on the outer periphery of the rust-proof PC steel material 10. Note that a lubricant such as oil may be applied to the outer peripheral surface of the rust-proof PC steel material 10.

【0014】そして、図4に示すように、内周保護材1
1の外周面に、油等の潤滑剤を塗布することによって、
潤滑層12が形成されている。外周保護材13は、内周
保護材11と同様に、U字形横断面の2つの分割部材1
3a、13bをもって構成されており、分割部材13
a、13bで内周保護材11を外周側から挾み込み、両
者の縁部に跨がって連結テープ13c、13cを接着す
る形で両者を円筒状に連結して、内周保護材11の外周
に装着されている。
[0014] Then, as shown in FIG.
By applying a lubricant such as oil to the outer peripheral surface of 1,
A lubrication layer 12 is formed. The outer protective material 13 is, like the inner protective material 11, made of two divided members 1 having a U-shaped cross section.
3a, 13b, and the divided member 13
The inner peripheral protective material 11 is sandwiched between the outer peripheral side by a and 13b, and the two are connected in a cylindrical shape so that the connecting tapes 13c and 13c are adhered over the edges of the inner peripheral protective material 11. It is attached to the outer periphery of.

【0015】従って、内周保護材11、潤滑層12及び
外周保護材13からなる保護シースは、構造物1の拘束
材5、5の配置に応じて、長尺の防錆PC鋼材10の中
間部分に、任意の配置で好適に装着することができる。
Therefore, the protective sheath composed of the inner circumferential protective material 11, the lubricating layer 12, and the outer circumferential protective material 13 is provided between the long rust-proof PC steel material 10 and the long rust-proof PC steel material 10 in accordance with the arrangement of the restraining members 5 and 5 of the structure 1. The parts can be suitably mounted in any arrangement.

【0016】そして、防錆PC鋼材10は、図1に示す
ように、保護シースの外周保護材13、13を構造物1
の拘束材5、5に当接させて設置されている。従って、
防錆PC鋼材10の外周の合成樹脂の被覆10bは構造
物1の拘束材5、5に当接せず、構造物1が載荷重の変
動により変形して防錆PC鋼材10の外周側と拘束材
5、5とが繰返し衝突しても、外周の被覆10bが破損
することを防止することができ、防錆PC鋼材10の防
錆性能を長期間に渡って維持することができる。
As shown in FIG. 1, the rust-preventive PC steel material 10 is formed by connecting the outer circumferential protective members 13 and 13 of the protective sheath to the structure 1.
Are placed in contact with the restraining members 5, 5. Therefore,
The coating 10b of the synthetic resin on the outer periphery of the rust-proof PC steel 10 does not come into contact with the restraining members 5, 5 of the structure 1, and the structure 1 is deformed due to a change in the load and the outer periphery of the rust-proof PC steel 10 Even if the restraint members 5 and 5 repeatedly collide, the outer coating 10b can be prevented from being damaged, and the rust-preventive performance of the rust-proof PC steel material 10 can be maintained for a long time.

【0017】図5は本発明の第2実施形態であって、ポ
ストテンション方式の場合を示している。なお、第1実
施形態と同様な部分については、説明を省略し、同一の
符号を使用する。
FIG. 5 shows a second embodiment of the present invention, in which a post-tension system is used. The description of the same parts as those in the first embodiment is omitted, and the same reference numerals are used.

【0018】防錆PC鋼材10は、コンクリート製の構
造物1の長手方向に穿設された鋼材挿通孔7に挿通さ
れ、中間部分の外周側を鋼材挿通孔7の屈曲部8、8
(拘束部)に当接させて、長手方向に湾曲して構造物1
の断面内に設置されている。そして、防錆PC鋼材10
の中間部分の外周には、屈曲部8、8の配置に対応する
配置で、内周保護材11、潤滑層12及び外周保護材1
3からなる2重筒状の保護シースが装着されており、保
護シースの外周保護材13、13が屈曲部8、8に当接
している。
The rust-proof PC steel material 10 is inserted into a steel material insertion hole 7 drilled in the longitudinal direction of the concrete structure 1, and the outer peripheral side of the intermediate portion is bent at the bent portions 8, 8 of the steel material insertion hole 7.
(Constrained portion), and is curved in the longitudinal direction to
It is installed in the cross section of. And rust-proof PC steel 10
On the outer periphery of the middle part of the inner peripheral protection member 11, the lubrication layer 12, and the outer peripheral protection member 1
A double-cylindrical protective sheath 3 is attached, and outer protective members 13 of the protective sheath are in contact with the bent portions 8.

【0019】従って、防錆PC鋼材10の外周の合成樹
脂の被覆10bは構造物1の屈曲部8、8に当接せず、
構造物1が載荷重の変動により変形して防錆PC鋼材1
0の外周側と屈曲部8、8とが繰返し衝突しても、外周
の被覆10bが破損することを防止することができ、防
錆PC鋼材10の防錆性能を長期間に渡って維持するこ
とができる。
Therefore, the coating 10b of the synthetic resin on the outer periphery of the rust-preventive PC steel material 10 does not come into contact with the bent portions 8 of the structure 1,
The structure 1 is deformed due to the change of the applied load and the rust-proof PC steel 1
Even if the outer peripheral side of 0 and the bent portions 8 and 8 repeatedly collide, the outer peripheral coating 10b can be prevented from being damaged, and the rust-preventive performance of the rust-resistant PC steel material 10 is maintained for a long time. be able to.

【0020】なお、防錆PC鋼材10を構造物1の鋼材
挿通孔7に挿通する前に、内周保護材11、潤滑層12
及び外周保護材13からなる保護シースをテーピング等
により防錆PC鋼材10の所定位置に固定しておくこと
によって、防錆PC鋼材10の挿通作業中に保護シース
の位置がずれることを好適に防止することができる。
Before inserting the rust-preventive PC steel material 10 into the steel material insertion hole 7 of the structure 1, the inner circumferential protective material 11, the lubricating layer 12
By fixing the protective sheath made of the outer protective material 13 to a predetermined position of the rust-preventive PC steel material 10 by taping or the like, the position of the protective sheath can be suitably prevented from being shifted during the insertion work of the rust-preventive PC steel material 10. can do.

【0021】なお、上述の実施の形態では、内周保護材
および外周保護材を、それぞれ、U字形横断面の2つの
分割部材をもって構成し、2つの分割部材を連結して環
形横断面に形成する場合について述べたが、内周保護材
または外周保護材は、環形横断面に一体的に形成してい
てもよい。
In the above-described embodiment, the inner and outer protective members are each constituted by two divided members having a U-shaped cross section, and the two divided members are connected to form an annular cross section. Although the above description has been made, the inner circumferential protective material or the outer circumferential protective material may be formed integrally with the annular cross section.

【0022】また、上述の実施の形態では、内周保護材
の外周面に潤滑剤を塗布して、内周保護材と外周保護材
との間に潤滑層を形成する場合について述べたが、外周
保護材に潤滑剤注入孔(注油ニップル)を設けて、この
潤滑剤注入孔から潤滑剤を注入して、内周保護材と外周
保護材との間に潤滑層を形成してもよい。
Further, in the above-described embodiment, a case has been described in which a lubricant is applied to the outer peripheral surface of the inner peripheral protective member to form a lubricating layer between the inner peripheral protective member and the outer peripheral protective member. A lubricant injection hole (oil injection nipple) may be provided in the outer protective material, and a lubricant may be injected from the lubricant injection hole to form a lubricating layer between the inner protective material and the outer protective material.

【0023】また、上述の実施の形態では、防錆PC鋼
材が、複数の鋼線を撚り合せた鋼撚線をもって構成され
た場合について述べたが、防錆PC鋼材は、鋼撚線に限
らず、単一の鋼線、鋼線束、鋼撚線束等をもって構成し
てもよい。
Further, in the above-described embodiment, the case where the rust-preventive PC steel material is constituted by a steel stranded wire obtained by twisting a plurality of steel wires has been described. Instead, a single steel wire, a steel wire bundle, a steel stranded wire bundle, or the like may be used.

【0024】また、上述の実施の形態では、防錆PC鋼
材を設置する構造物がコンクリート製である場合につい
て述べたが、防錆PC鋼材を設置する構造物は、コンク
リート製構造物に限らず、鋼製構造物等でもよい。
In the above-described embodiment, the case where the structure on which the rust-preventing PC steel material is installed is made of concrete is described. However, the structure on which the rust-preventing PC steel material is installed is not limited to the concrete structure. Or a steel structure.

【0025】[0025]

【発明の効果】上述のように、本発明に係る防錆PC鋼
材設置構造は、合成樹脂により外周が被覆された防錆P
C鋼材の中間部分の外周に、環形横断面の内周保護材と
環形横断面の外周保護材と両者に挾まれた潤滑層とをも
って2重筒状に形成された保護シースを装着し、保護シ
ースの外周保護材を構造物に固定された拘束部に当接さ
せて、防錆PC鋼材を長手方向に湾曲させて設置するこ
とによって、構造物への載荷重の変動により防錆PC鋼
材の外周側と拘束部とが繰返し衝突しても、合成樹脂の
被覆が破損することを防止することができ、従って、防
錆PC鋼材の防錆性能を長期間に渡って維持することが
できる。
As described above, the rust-preventive PC steel installation structure according to the present invention provides a rust-proof P steel having an outer periphery covered with a synthetic resin.
At the outer periphery of the intermediate portion of the C steel material, a protective sheath formed in a double cylindrical shape with an inner protective material having an annular cross section, an outer protective material having an annular cross section, and a lubricating layer sandwiched therebetween is attached to protect. The outer protective material of the sheath is brought into contact with the restraining part fixed to the structure, and the rust-proof PC steel is curved and installed in the longitudinal direction. Even if the outer peripheral side and the restraint portion repeatedly collide, the coating of the synthetic resin can be prevented from being damaged, and therefore, the rust-preventive performance of the rust-preventive PC steel material can be maintained for a long period of time.

【0026】また、内周保護材を、防錆PC鋼材を外周
側から挾み込んで装着されるU字形横断面の2つの分割
部材をもって構成し、外周保護材を、内周保護材を外周
側から挾み込んで装着されるU字形横断面の2つの分割
部材をもって構成することによって、構造物の拘束部の
配置に応じて、内周保護材および外周保護材を、長尺な
防錆PC鋼材の任意の配置に好適に装着することができ
る。
Further, the inner periphery protection member is constituted by two divided members having a U-shaped cross section which are mounted by sandwiching the rust-preventive PC steel from the outer periphery side. By using two U-shaped cross sections that are sandwiched from the side and mounted, the inner and outer protective materials can be extended according to the arrangement of the restraining parts of the structure. It can be suitably mounted on any arrangement of PC steel.

【0027】なお、潤滑層は、内周保護材の外周面に潤
滑剤を塗布することによって、好適に構成することがで
きる。また、潤滑層は、外周保護材に潤滑剤注入孔を設
けて、潤滑剤注入孔から潤滑剤を注入することによって
も好適に構成することができる。
Incidentally, the lubricating layer can be suitably formed by applying a lubricant to the outer peripheral surface of the inner peripheral protective material. Further, the lubricating layer can also be suitably configured by providing a lubricant injection hole in the outer circumferential protective material and injecting a lubricant from the lubricant injection hole.

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

【図1】 本発明に係る防錆PC鋼材設置構造の第1実
施形態であって、外ケーブルの場合を示す立面図であ
る。
FIG. 1 is an elevational view showing a first embodiment of a rustproof PC steel installation structure according to the present invention, showing an external cable.

【図2】 図1中の防錆PC鋼材の横断面図である。FIG. 2 is a cross-sectional view of the rust-proof PC steel material in FIG.

【図3】 図2の防錆PC鋼材の外周への内周保護材の
装着構造を示す横断面図である。
FIG. 3 is a cross-sectional view showing a structure for mounting an inner peripheral protection member on the outer periphery of the rust-proof PC steel material of FIG. 2;

【図4】 図3の内周保護材の外周への外周保護材の装
着構造を示す横断面図である。
FIG. 4 is a cross-sectional view showing a mounting structure of an outer peripheral protection member on an outer periphery of the inner peripheral protection member of FIG. 3;

【図5】 本発明に係る防錆PC鋼材設置構造の第2実
施形態であって、ポストテンション方式の場合を示す立
面図である。
FIG. 5 is an elevational view showing a second embodiment of the rustproof PC steel installation structure according to the present invention, showing a case of a post-tension system.

【図6】 従来の防錆PC鋼材設置構造の一例であっ
て、外ケーブルの場合を示す立面図である。
FIG. 6 is an elevational view showing an example of a conventional rust-proof PC steel material installation structure, showing an external cable.

【符号の説明】[Explanation of symbols]

1 構造物 3 定着材 5 拘束材(拘束部) 7 鋼材挿通孔 8 屈曲部(拘束部) 10 防錆PC鋼材 10a PC鋼線 10b 被覆 11 内周保護材 11a、11b 分割部材 11c 連結テープ 12 潤滑層 13 外周保護材 13a、13b 分割部材 13c 連結テープ DESCRIPTION OF SYMBOLS 1 Structure 3 Fixing material 5 Restriction material (restraint part) 7 Steel material insertion hole 8 Bent part (restriction part) 10 Rust prevention PC steel material 10a PC steel wire 10b Coating 11 Inner circumference protection materials 11a, 11b Division member 11c Connection tape 12 Lubrication Layer 13 Peripheral protective material 13a, 13b Dividing member 13c Connecting tape

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】橋梁の桁等の構造物に、合成樹脂により外
周が被覆された防錆PC鋼材を、中間部分の外周側を前
記構造物に固定された拘束部に当接させて、長手方向に
湾曲させて設置する防錆PC鋼材設置構造において、 環形横断面の内周保護材と環形横断面の外周保護材と両
者に挾まれた潤滑層とをもって2重筒状に形成された保
護シースを、前記防錆PC鋼材の中間部分の外周に装着
し、前記保護シースの前記外周保護材を前記拘束部に当
接させることを特徴とする防錆PC鋼材設置構造。
A rust-proof PC steel material whose outer periphery is covered with a synthetic resin is brought into contact with a structure such as a bridge girder in such a manner that an outer peripheral side of an intermediate portion is brought into contact with a restraining portion fixed to the structure, thereby forming a longitudinal structure. Anti-corrosion PC steel installation structure that is curved and installed in the direction, protection formed in a double cylindrical shape with an inner circumference protection material with an annular cross section, an outer protection material with an annular cross section, and a lubricating layer sandwiched between them A rustproof PC steel installation structure, wherein a sheath is attached to an outer circumference of an intermediate portion of the rustproof PC steel material, and the outer circumferential protective material of the protective sheath is brought into contact with the restraining portion.
【請求項2】内周保護材は、防錆PC鋼材を外周側から
挾み込んで装着されるU字形横断面の2つの分割部材を
もって構成され、外周保護材は、前記内周保護材を外周
側から挾み込んで装着されるU字形横断面の2つの分割
部材をもって構成された請求項1に記載の防錆PC鋼材
設置構造。
2. The inner periphery protection member is constituted by two divided members having a U-shaped cross section which are mounted by sandwiching a rust-prevention PC steel from the outer periphery side. 2. The rust-proof PC steel installation structure according to claim 1, comprising two divided members having a U-shaped cross section that are sandwiched and mounted from the outer peripheral side.
【請求項3】潤滑層は、内周保護材の外周面に塗布され
る潤滑剤をもって構成された請求項1又は2に記載の防
錆PC鋼材設置構造。
3. The rust-proof PC steel installation structure according to claim 1, wherein the lubricating layer comprises a lubricant applied to the outer peripheral surface of the inner peripheral protective material.
【請求項4】外周保護材に、潤滑剤注入孔が設けられ、
潤滑層は、前記潤滑剤注入孔から注入される潤滑剤をも
って構成された請求項1又は2に記載の防錆PC鋼材設
置構造。
4. A lubricant injection hole is provided in the outer peripheral protection material,
The rust-proof PC steel installation structure according to claim 1 or 2, wherein the lubricating layer is formed of a lubricant injected from the lubricant injection hole.
JP01400998A 1998-01-27 1998-01-27 Rust-proof PC steel installation structure Expired - Fee Related JP3840626B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01400998A JP3840626B2 (en) 1998-01-27 1998-01-27 Rust-proof PC steel installation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01400998A JP3840626B2 (en) 1998-01-27 1998-01-27 Rust-proof PC steel installation structure

Publications (2)

Publication Number Publication Date
JPH11210162A true JPH11210162A (en) 1999-08-03
JP3840626B2 JP3840626B2 (en) 2006-11-01

Family

ID=11849216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01400998A Expired - Fee Related JP3840626B2 (en) 1998-01-27 1998-01-27 Rust-proof PC steel installation structure

Country Status (1)

Country Link
JP (1) JP3840626B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217883A (en) * 2006-02-14 2007-08-30 Shimizu Corp Floor structure
CN103476993A (en) * 2010-12-08 2013-12-25 索列丹斯-弗莱西奈公司 Device for diverting a structural cable, such as a guy line, and construction comprising same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217883A (en) * 2006-02-14 2007-08-30 Shimizu Corp Floor structure
CN103476993A (en) * 2010-12-08 2013-12-25 索列丹斯-弗莱西奈公司 Device for diverting a structural cable, such as a guy line, and construction comprising same
CN103476993B (en) * 2010-12-08 2016-04-06 索列丹斯-弗莱西奈公司 The construction work of the device that the structural cables of such as drag-line is offset and so equipment

Also Published As

Publication number Publication date
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