JPH0194103A - Blique material of oblique tensioned bridge - Google Patents
Blique material of oblique tensioned bridgeInfo
- Publication number
- JPH0194103A JPH0194103A JP2975987A JP2975987A JPH0194103A JP H0194103 A JPH0194103 A JP H0194103A JP 2975987 A JP2975987 A JP 2975987A JP 2975987 A JP2975987 A JP 2975987A JP H0194103 A JPH0194103 A JP H0194103A
- Authority
- JP
- Japan
- Prior art keywords
- tapered
- terminal
- pipe
- tubes
- cable
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 title claims description 4
- 230000001681 protective effect Effects 0.000 claims abstract description 11
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 7
- 239000000057 synthetic resin Substances 0.000 claims abstract description 7
- 239000011440 grout Substances 0.000 claims description 6
- 239000003973 paint Substances 0.000 abstract description 4
- 238000005536 corrosion prevention Methods 0.000 abstract description 2
- 230000002349 favourable effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- -1 polyethylene Polymers 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000004040 coloring Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000009730 filament winding Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 229920001567 vinyl ester resin Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は斜張橋斜材に関するものである。[Detailed description of the invention] [Industrial application field] The present invention relates to cable-stayed bridge stay members.
[従来の技術]
斜張橋の斜材に用いる支索はストランドと呼ばれる鋼線
が主構造材として使用される。この支索は屋外に暴露さ
れるため腐食し、切断してしまうことを避ける必要があ
る。このためにストランドの束を保護管の中に入れ、さ
らにモルタルでグラウトして防食する方法が一般的であ
る。この保護管としては従来鋼管が多く使用され、ネジ
又は溶接で連結し、外表面には防食塗装を施すのが多か
った。又、別の方法として、ストランド束を柔軟なポリ
エチレン管に予め挿入し、必要長さをロール状にしたも
のが知られている。[Prior Art] Steel wires called strands are used as the main structural member of the struts used for the stay members of cable-stayed bridges. Since this strut is exposed outdoors, it is necessary to prevent it from corroding and breaking. For this purpose, a common method is to place a bundle of strands in a protective tube and then grout with mortar to prevent corrosion. Traditionally, steel pipes have been often used as these protective tubes, connected by screws or welding, and the outer surface often has an anti-corrosion coating. Another known method is to insert a strand bundle into a flexible polyethylene pipe in advance and roll it to the required length.
[発明の解決しようとする問題点]
鋼管を使用した場合、管の自重が大きくなり、橋全体の
構造へ負荷が大きくなり、管の連結架設時の引き上げ装
置も大重量に耐える必要があり、大規模なものとならざ
るをえない。[Problems to be solved by the invention] When steel pipes are used, the weight of the pipes becomes large, which places a large load on the overall structure of the bridge, and the lifting device used when connecting and constructing the pipes also needs to withstand a large amount of weight. It has to be something large-scale.
又、管外面の防食塗装は、再塗装のメンテナンスが不可
欠である。一方、ポリエチレン等のプラスチック外管を
使用し、連続ロールの状態で架設する方法も、小規模の
橋梁には適しても、大規模の場合、連続ロールの大きさ
の制限と、ロールにするためのストランド束の大きさの
制限があり、しかも耐候性の点から、管外面の着色が自
由でなく、黒色等の特定の色に着色して安定化する必要
があり、美観の点からも望ましくなかった。Furthermore, maintenance of repainting is essential for the anticorrosive coating on the outside of the pipe. On the other hand, the method of using plastic outer tubes such as polyethylene and constructing them in continuous rolls is suitable for small-scale bridges, but for large-scale bridges, there are limitations on the size of continuous rolls and the need to make them into rolls. There is a restriction on the size of the strand bundle, and from the viewpoint of weather resistance, the outer surface of the tube cannot be colored freely, and it is necessary to stabilize it by coloring it in a specific color such as black, which is desirable from an aesthetic point of view. There wasn't.
[問題点を解決するための手段]
本発明は、前述の問題点を解決すべくなされたものであ
り、支索とそれを保護する保護管とこれらを結合するグ
ラウト材とが一体形成されてなる斜張橋斜材において、
保護管が末端にテーパーを有する繊維強化合成樹脂製の
管を末端にテーパーを有するソケット管で連結した連結
管であることを特徴とする斜張橋斜材を提供するもので
ある。[Means for Solving the Problems] The present invention has been made in order to solve the above-mentioned problems, and the present invention has been made in order to solve the above-mentioned problems. In cable-stayed bridge cable members,
The present invention provides a cable-stayed bridge diagonal member characterized in that the protective tube is a connecting tube in which fiber-reinforced synthetic resin tubes each having a tapered end are connected by a socket tube having a tapered end.
斜張橋は、第1図のように塔1と主桁2が鋼線等からな
る支索3でつながれた構造をしている。この支索を屋外
暴露による腐食から保護するため、本発明においては保
護管4として繊維強化合成樹脂(FRP)を用いる。支
索は長いものでは100履以上に達することもあり、保
護管は所定長のFRP管を連結架設する必要がある。本
発明においては、この連結を第2図5のごとき外ソケッ
ト管や第3図7のごとき内ソケット管等のテーパーを有
するソケット管を介して行なうものである。As shown in Figure 1, a cable-stayed bridge has a structure in which a tower 1 and a main girder 2 are connected by a support cable 3 made of steel wire or the like. In order to protect this strut from corrosion due to outdoor exposure, fiber-reinforced synthetic resin (FRP) is used as the protective tube 4 in the present invention. The long struts can reach over 100 lengths, and the protection tube must be constructed by connecting FRP tubes of a predetermined length. In the present invention, this connection is made through a socket tube having a taper, such as an outer socket tube as shown in FIG. 2 and an inner socket tube as shown in FIG. 3.
外ソケット管を用いる場合にはFRP保護管の末端を凸
型のテーパーとして、外ソケット管の凹型テーパーとの
すり合せで接合する。内ソケット管を用いる場合には、
FRP保護管の末端を凹型のテーパーとして、内ソケッ
ト管の凸型テーパーとのすり合せで接合する。When an outer socket tube is used, the end of the FRP protection tube is made into a convex taper and is joined by rubbing against the concave taper of the outer socket tube. When using an inner socket pipe,
The end of the FRP protection tube is made into a concave taper and is joined by rubbing against the convex taper of the inner socket tube.
テーパー同志のすり合せ部は、互いに平面状の傾斜面で
もよく、互いに階段状又は凹凸状の面をかみ合せてもよ
い。又、ネジ切りによる接合でもよい。通常は、平面同
志の接着剤による接合が簡便で接合力も高く好ましい。The fitting portions of the tapers may be mutually planar inclined surfaces, or may be stepped or uneven surfaces that engage with each other. Alternatively, the connection may be performed by thread cutting. Usually, it is preferable to bond two planes together using an adhesive because it is simple and has a high bonding force.
ボルト締め等による接合であってもよい。It may be joined by bolting or the like.
外ソケット管の方が内ソケット管に比べ、グラウト材を
充填圧20kgf/cm2の高圧まで充填できるため、
100m程度の連結保護管中に一度にグラウト材を充填
することができ、施工能率が高い。グラウト材としては
、セメント、砂及び石灰等からなるモルタルあるいはセ
メントと水又はさらに砂等を混合したいわゆるグラウト
あるいはレジンコンクリートや繊維強化合成樹脂等を挙
げることができる。Compared to the inner socket pipe, the outer socket pipe can be filled with grout up to a higher filling pressure of 20 kgf/cm2.
The grout material can be filled into about 100 m of connected protection pipes at once, resulting in high construction efficiency. Examples of the grout material include mortar made of cement, sand, lime, etc., so-called grout made by mixing cement with water, sand, etc., resin concrete, fiber-reinforced synthetic resin, and the like.
保護管及びソケット管は各種硬質合成樹脂製とすればよ
いが、特にガラス、カーボン、セラミックス等の各種繊
維で補強された、ビニルエステル樹脂、不飽和ポリエス
テル樹脂、エポキシ樹脂、等の熱硬化性樹脂が強度及び
剛性の面から好ましい。保護管やソケット管の製法とし
ては、補強繊維として連続繊維(例えば、ガラスロービ
ングやカーボン繊維のトウ)を主体とする連続引抜き成
形法が生産性が高く、又引張り強度に優れ特に好ましい
。連続引抜き成形で得られる保護管やソケット管にテー
パーを設ける方法は、切削方法や、樹脂が未硬化の段階
でプレス成形する方法を採用すればよい。引抜き成形以
外にも、フィラメントワインディング成形を採用しても
よく、この場合は切削やプレスせずにテーパーを設ける
ことができる。The protection tube and socket tube may be made of various hard synthetic resins, but in particular thermosetting resins such as vinyl ester resin, unsaturated polyester resin, epoxy resin, etc. reinforced with various fibers such as glass, carbon, and ceramics. is preferable from the viewpoint of strength and rigidity. Continuous pultrusion using continuous fibers (for example, glass roving or carbon fiber tow) as the reinforcing fiber is particularly preferred as a manufacturing method for protective tubes and socket tubes, as it is highly productive and has excellent tensile strength. To provide a taper on the protective tube or socket tube obtained by continuous pultrusion, a cutting method or a method of press-forming the resin at an uncured stage may be used. In addition to pultrusion molding, filament winding molding may be employed, and in this case, a taper can be provided without cutting or pressing.
[発明の効果]
FRP管を保護管に使用することで、軽量で長期的な屋
外暴露に耐える防食方法が可能となる。しかも、着色は
自由であり美観上も好ましくなる。なお、表面にフッ素
樹脂塗料等の耐候性塗料を塗布することにより、管本体
の腐食がないことから、長期間に亘ってメンテナンスフ
リーとすることもできる。[Effects of the Invention] By using an FRP pipe as a protection pipe, a corrosion prevention method that is lightweight and can withstand long-term outdoor exposure becomes possible. Moreover, coloring is free and aesthetically pleasing. Furthermore, by applying a weather-resistant paint such as a fluororesin paint to the surface, the pipe body will not be corroded, so it can be maintenance-free for a long period of time.
FRP管を使用する場合、管の接続方法が簡便に行なえ
ることが必要である。本発明ではソケット接続方式によ
って簡便に行なうことができるようになった。When using FRP pipes, it is necessary that the pipes be connected easily. In the present invention, this can be easily done by using the socket connection method.
第1図は、塔1と主桁2と支索3との関係を示す斜張橋
の概略正面図、第2〜3図はFRP保護管(6又は8)
とソケット管(5又は7)の関係を示す概略断面図。
4−−一支索を保護するための保護管Figure 1 is a schematic front view of a cable-stayed bridge showing the relationship between tower 1, main girder 2, and support cables 3, and Figures 2 and 3 are FRP protection pipes (6 or 8).
A schematic sectional view showing the relationship between the socket pipe (5 or 7) and the socket pipe (5 or 7). 4--Protection tube to protect one branch cable
Claims (1)
ラウト材とが一体形成されてなる斜張橋斜材において、
保護管が末端にテーパーを有する繊維強化合成樹脂製の
管を末端にテーパーを有するソケット管で連結した連結
管であることを特徴とする斜張橋斜材。1. In a cable-stayed bridge cable member in which a support cable, a protective pipe that protects it, and a grout material that connects these are integrally formed,
1. A cable-stayed bridge diagonal member, characterized in that the protective tube is a connecting pipe in which fiber-reinforced synthetic resin tubes each having a tapered end are connected by a socket tube having a tapered end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2975987A JPH0194103A (en) | 1987-02-13 | 1987-02-13 | Blique material of oblique tensioned bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2975987A JPH0194103A (en) | 1987-02-13 | 1987-02-13 | Blique material of oblique tensioned bridge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0194103A true JPH0194103A (en) | 1989-04-12 |
Family
ID=12285001
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2975987A Pending JPH0194103A (en) | 1987-02-13 | 1987-02-13 | Blique material of oblique tensioned bridge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0194103A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0483009A (en) * | 1990-07-25 | 1992-03-17 | Nippon Mentetsuku Kk | Cable stayed bridge cable jacket protecting tube |
JPH0485403A (en) * | 1990-07-30 | 1992-03-18 | Kajima Corp | Method for applying anti-corrosive coating of suspended structure supporting diagonal cable |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS457258Y1 (en) * | 1966-11-07 | 1970-04-08 | ||
JPS5032976U (en) * | 1973-07-20 | 1975-04-10 |
-
1987
- 1987-02-13 JP JP2975987A patent/JPH0194103A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS457258Y1 (en) * | 1966-11-07 | 1970-04-08 | ||
JPS5032976U (en) * | 1973-07-20 | 1975-04-10 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0483009A (en) * | 1990-07-25 | 1992-03-17 | Nippon Mentetsuku Kk | Cable stayed bridge cable jacket protecting tube |
JPH0485403A (en) * | 1990-07-30 | 1992-03-18 | Kajima Corp | Method for applying anti-corrosive coating of suspended structure supporting diagonal cable |
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