JPH0232404B2 - KEEBURUNOKASETSUHOHO - Google Patents
KEEBURUNOKASETSUHOHOInfo
- Publication number
- JPH0232404B2 JPH0232404B2 JP4917983A JP4917983A JPH0232404B2 JP H0232404 B2 JPH0232404 B2 JP H0232404B2 JP 4917983 A JP4917983 A JP 4917983A JP 4917983 A JP4917983 A JP 4917983A JP H0232404 B2 JPH0232404 B2 JP H0232404B2
- Authority
- JP
- Japan
- Prior art keywords
- cable
- cable wire
- pressure plate
- wire
- bulge
- 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 - Lifetime
Links
- 238000003780 insertion Methods 0.000 claims description 13
- 230000037431 insertion Effects 0.000 claims description 13
- 238000004873 anchoring Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 2
- 239000000945 filler Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005242 forging Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- MUBKMWFYVHYZAI-UHFFFAOYSA-N [Al].[Cu].[Zn] Chemical compound [Al].[Cu].[Zn] MUBKMWFYVHYZAI-UHFFFAOYSA-N 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
この発明は、斜張橋、吊り屋根および吊り橋等
に用いられるケーブルの架設方法の改良に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in a method for constructing cables used in cable-stayed bridges, suspended roofs, suspension bridges, and the like.
上記ケーブルは、鋼線および鋼より線、ロープ
等からなる複数本のケーブル素線が束ねられるこ
とによつて形成され、大型の構造物に用いられる
ものにおいては長さが200〜300m、重量が30〜
50tにも達する。このケーブル全体を工場におい
て製造して現場に搬入するのは非常に困難であ
る。このため、各ケーブル素線ごとに現場に搬入
し、これを一本ずつ張設して定着することによ
り、大型ケーブルを架設することが行なわれてい
る。すなわち、ケーブル素線の端部をジヤツキに
設けたチヤツクによつて係止した状態で、ジヤツ
キを作動させ、ケーブル素線を引張つて後退させ
た後、内周面に滑り止め用凹凸部が形成された楔
部材を打込んでケーブル素線を定着部に固定する
ようにしている。この方法では架設作業中に風が
吹いてケーブル素線が振動した場合に上記楔部材
が抜け落ちるという事故がしばしば起り、またジ
ヤツキに作用する緊張力によつてケーブル素線の
張設長さを判断しているために、その長さを正確
に設定することは極めて困難である。 The above cables are formed by bundling multiple cable strands made of steel wire, steel strands, rope, etc., and those used for large structures have a length of 200 to 300 m and a weight of 200 to 300 m. 30～
It can reach up to 50 tons. It is very difficult to manufacture this entire cable in a factory and transport it to the site. For this reason, large-sized cables are constructed by transporting each cable strand to the site and stretching and fixing it one by one. That is, after the end of the cable wire is locked by a chuck provided on the jack, the jack is operated and the cable wire is pulled and retreated, and then an anti-slip uneven portion is formed on the inner peripheral surface. The cable wire is fixed to the fixing part by driving the wedge member. With this method, accidents often occur in which the wedge member falls off when the cable strand vibrates due to wind blowing during construction work, and the length of the cable strand is determined based on the tension force acting on the jack. Therefore, it is extremely difficult to set its length accurately.
また、第１２図に示すように上記のケーブル素
線としてねじ鋼棒６を用い、これをナツト６０，
６１で定着部４の耐圧板４１およびジヤツキ４２
に対して係止させることによつて係止部材の抜け
落ち事故を防ぐことが行なわれているが、この場
合においてもねじ鋼棒６の架設長さを正確に張設
することはできず、かつねじ鋼棒６の製造コスト
が高く付くという欠点があつた。 In addition, as shown in FIG.
At 61, the pressure plate 41 and jack 42 of the fixing section 4
Although the accident of the locking member falling off is prevented by locking it against There was a drawback that the manufacturing cost of the threaded steel rod 6 was high.
この発明は、以上の欠点を解消するためになさ
れたものであり、ケーブルを形成する各ケーブル
素線の張設長さを正確に設定することができ、し
かも楔片等からなるケーブル素線の係止部材が抜
け落ちるのを簡単かつ確実に防止することができ
るケーブル架設方法を提供するものである。 This invention was made in order to eliminate the above-mentioned drawbacks, and it is possible to accurately set the length of each cable wire forming the cable, and it is possible to accurately set the length of each cable wire forming the cable, and also to make it possible to accurately set the length of each cable wire forming the cable. To provide a cable installation method that can easily and reliably prevent a locking member from falling off.
すなわちこの発明は、ケーブルを構成する複数
本のケーブル素線を予め架設すべき構造物の定着
部間の長さに対応させて切断し、各ケーブル素線
の一端部の所定位置に膨出部を形成し、次いでこ
のケーブル素線の他端部を上記構造物の一方の定
着部に固定した後、構造物の他方の定着部に設け
た耐圧板の挿通孔に上記ケーブル素線の膨出部を
挿通させ、この膨出部を耐圧板の後方に位置させ
た状態で耐圧板の挿通孔内周面とケーブル素線と
の間隙内に係止部材を挿入し、この係止部材の後
端部にケーブル素線の膨出部を当接させた状態で
ケーブル素線を耐圧板に固定するようにしたもの
である。 In other words, the present invention involves cutting a plurality of cable wires constituting a cable in advance according to the length between the anchoring parts of the structure to be constructed, and adding a bulge at a predetermined position at one end of each cable wire. Then, after fixing the other end of this cable wire to one of the anchoring parts of the structure, the bulge of the cable wire is inserted into the insertion hole of the pressure plate provided in the other anchoring part of the structure. With this bulging part positioned behind the pressure plate, insert the locking member into the gap between the inner peripheral surface of the insertion hole of the pressure plate and the cable wire, and The cable wire is fixed to the pressure plate with the bulge of the cable wire in contact with the end portion.
以下、この発明の実施例を図によつて説明す
る。 Embodiments of the present invention will be described below with reference to the drawings.
第１図は、ケーブル１が架設される斜張橋２を
示し、橋桁２０と塔２１との間にケーブル１の両
端部が定着されるように構成されている。この斜
張橋２にケーブル１を架設するには、まずケーブ
ル１を構成する各ケーブル素線を斜張橋２の定着
部間の長さに対応させて切断する。次いで、上記
ケーブル素線の一端部の所定位置に膨出部を形成
する。すなわち、第２図に示すように鋼線または
鋼より線等からなるケーブル素線１０の一端部１
１をチヤツキングダイス３，３０で挾持した後、
一方のダイス３を固定し、他方のダイス３０を固
定ダイス３に向けて移動させ、ケーブル素線１０
をその長さ方向に圧縮し、いわゆるすえ込み鍛造
することによつて膨出部１２を形成する。この膨
出部１２は、ケーブル素線１０の他端部を塔側定
着部に固定した場合に、橋行側定着部に対応する
箇所に配置されるように予めその位置を設定して
おく。なお、第３図Ａに示すようにケーブル素線
１０の一端部１１にスリーブ１３を外嵌させて固
着することによつて膨出部を形成してもよく、ま
た第３図Ｂに示すようにスリーブ１３′の固着と
すえ込み鍛造とを併用して膨出部１２′を形成す
るようにしてもよい。 FIG. 1 shows a cable-stayed bridge 2 on which a cable 1 is installed, and is configured such that both ends of the cable 1 are fixed between a bridge girder 20 and a tower 21. In order to install the cable 1 on this cable-stayed bridge 2, first, each cable wire constituting the cable 1 is cut to correspond to the length between the anchoring parts of the cable-stayed bridge 2. Next, a bulge is formed at a predetermined position on one end of the cable wire. That is, as shown in FIG. 2, one end 1 of a cable wire 10 made of steel wire or steel strand
After holding 1 with the chasing dice 3,30,
One die 3 is fixed, the other die 30 is moved toward the fixed die 3, and the cable element 10 is
The bulging portion 12 is formed by compressing the material in its length direction and performing so-called swag forging. The position of this bulging part 12 is set in advance so that when the other end of the cable wire 10 is fixed to the tower side fixing part, it will be placed at a location corresponding to the bridge side fixing part. The bulge may be formed by fitting and fixing the sleeve 13 onto one end 11 of the cable wire 10 as shown in FIG. 3A, or as shown in FIG. 3B. The bulging portion 12' may be formed by using a combination of fixing the sleeve 13' and swaging forging.
次いで上記ケーブル素線１０の他端部を斜張橋
２の塔側定着部に固定した後、橋桁側定着部に設
けられた耐圧板の挿通孔内にケーブル素線１０の
一端部１１を挿入する。すなわち第４図に示すよ
うに橋桁側定着部４は、挿通孔４０を有する耐圧
板４１と、ケーブル素線１０の末端部を保持する
ジヤツキ４２と、この耐圧板４１、ジヤツキ４２
間に配置されたガイド部材４３とを具備し、上記
挿通孔４０を貫通したケーブル素線１０の末端部
をジヤツキ４２に設けられたチヤツク４４によつ
て挾持するように構成され、上記挿通孔４０の直
径が膨出部１２の外形よりも大きく形成されてい
る。 Next, after fixing the other end of the cable strand 10 to the tower side anchoring part of the cable-stayed bridge 2, one end 11 of the cable strand 10 is inserted into the insertion hole of the pressure plate provided in the bridge girder side anchoring part. do. That is, as shown in FIG. 4, the bridge girder side fixing section 4 includes a pressure plate 41 having an insertion hole 40, a jack 42 that holds the end portion of the cable wire 10, this pressure plate 41, and the jack 42.
The jack 42 includes a guide member 43 disposed between the jack 42 and a chuck 44 provided on the jack 42 to hold the end portion of the cable wire 10 that has passed through the insertion hole 40. The diameter of the bulging portion 12 is larger than the outer diameter of the bulging portion 12.
ケーブル素線１０の末端部をジヤツキ４２で保
持した状態において、ジヤツキ４２を作動させて
ケーブル素線１０を後方に引張り、第５図に示す
ように膨出部１２を後退させて耐圧板４１の後方
に位置させた後、ケーブル素線１０の末端側か
ら、上記耐圧板４１の挿通孔４０の内周面とケー
ブル素線１０との間隙内に分割型楔片４５を挿入
する。次いで第６図に示すように、ジヤツキ４２
およびガイド部材４３を取外してケーブル素線１
０の末端部の挾持状態を解除すれば、自重によつ
てケーブル素線１０に撓みが生じて緊張力が作用
し、膨出部１２が前進しようとする。この結果、
膨出部１２が楔片４５の後端部に当接し、この楔
片４５が耐圧板４１の挿通孔４０内に押込まれ、
ケーブル素線１０が楔片４１の楔効果によつて挾
持されて固定されることとなる。 With the end of the cable wire 10 held by the jack 42, the jack 42 is activated to pull the cable wire 10 backward, and as shown in FIG. After being positioned at the rear, the split wedge piece 45 is inserted into the gap between the inner peripheral surface of the insertion hole 40 of the pressure plate 41 and the cable strand 10 from the end side of the cable strand 10 . Next, as shown in FIG.
and guide member 43 is removed and the cable element 1 is removed.
When the clamping state of the end portion of the cable wire 10 is released, the cable wire 10 is bent due to its own weight, tension is applied, and the bulging portion 12 tends to move forward. As a result,
The bulging portion 12 comes into contact with the rear end of the wedge piece 45, and the wedge piece 45 is pushed into the insertion hole 40 of the pressure plate 41,
The cable wire 10 is held and fixed by the wedge effect of the wedge piece 41.
上記作業を順次繰り返して上記耐圧板４１に複
数本のケーブル素線１０を保持させることによ
り、斜張橋２にケーブル１を架設することができ
る。 The cable 1 can be installed on the cable-stayed bridge 2 by sequentially repeating the above operations and causing the pressure plate 41 to hold the plurality of cable strands 10.
以上のように、この発明によれば、ケーブル素
線１０の張設長さが膨出部１２によつて設定され
るため、極めて容易に各素線１０の長さを正確か
つ均一に揃えることができる。また、ケーブル素
線１０を固定する楔片４５の後端部に膨出部１２
が配置されているため架設作業中においてもこの
楔片４５が耐圧板４１から脱落するのを確実に防
止できるという利点がある。さらにケーブル素線
１０は楔片４５に挾持されることによつて耐圧板
４１に固定されるように構成されているため、膨
出部１２の膨出量をそれほど大きくする必要はな
く、楔片４５の抜け落ちを防止できる程度に膨出
させればよく、通常は膨出部１２の外径をケーブ
ル素線１０の外径の1.05〜1.30倍程度に設定すれ
ば充分である。なお、膨出部１２の外径を素線１
０の外径の1.45〜2.00倍程度に設定し、この膨出
部１２を楔片４５の後端部に当接させることによ
つてケーブル素線１０を固定するように構成して
もよく、この場合には楔片４５の内周面に図例の
ような滑り止め用の凹凸部を形成する必要はな
く、平滑面に形成することができるため、ケーブ
ル素線１０の外周面に傷が付くことによるケーブ
ル素線１０の強度低下を防止することができる。
また上記楔片４５として合成樹脂、アルミニウ
ム、銅、亜鉛等の軟質材を用いた場合、楔片４５
と膨出部１２との間に、第７図に示すような鋼材
等の硬質材からなる分割型座金４７，４７を介在
させ、ケーブル素線１０の膨出部１２の押込み力
を上記座金４７を介して楔片４５に伝達し、楔片
４５に局部応力が作用することによる楔片４５の
損傷を防止するように構成することが望ましい。
また、ケーブル素線１０を固定する係止部材とし
て必ずしも楔片４５を用いる必要はなく、第８図
に示すように半円筒状の係止片４８，４８を用
い、膨出部１２の押込み力によつて上記係止片４
８を塑性変形させてケーブル素線１０を定着する
ように構成してもよい。 As described above, according to the present invention, the stretched length of the cable strands 10 is set by the bulge 12, so that the lengths of the cable strands 10 can be very easily aligned accurately and uniformly. Can be done. Further, a bulge 12 is provided at the rear end of the wedge piece 45 that fixes the cable wire 10.
This arrangement has the advantage that the wedge piece 45 can be reliably prevented from falling off the pressure plate 41 even during construction work. Furthermore, since the cable wire 10 is configured to be fixed to the pressure plate 41 by being held by the wedge pieces 45, there is no need to increase the amount of bulge of the bulging portion 12, and the wedge piece 45 should be bulged to an extent that can prevent it from falling off, and it is usually sufficient to set the outer diameter of the bulged portion 12 to about 1.05 to 1.30 times the outer diameter of the cable strand 10. Note that the outer diameter of the bulging portion 12 is
The outer diameter of the cable wire 10 may be set to about 1.45 to 2.00 times the outer diameter of the wedge piece 45, and the cable wire 10 may be fixed by bringing this bulging portion 12 into contact with the rear end portion of the wedge piece 45. In this case, there is no need to form uneven parts on the inner circumferential surface of the wedge piece 45 to prevent slipping as shown in the figure, and it can be formed on a smooth surface, so that the outer circumferential surface of the cable wire 10 is not damaged. It is possible to prevent a decrease in the strength of the cable wire 10 due to adhesion.
In addition, when the wedge piece 45 is made of a soft material such as synthetic resin, aluminum, copper, zinc, etc., the wedge piece 45
Separate washers 47, 47 made of a hard material such as steel as shown in FIG. It is desirable to configure the structure so that damage to the wedge piece 45 due to local stress acting on the wedge piece 45 is prevented.
Furthermore, it is not necessary to use the wedge piece 45 as a locking member for fixing the cable wire 10, but instead, semi-cylindrical locking pieces 48, 48 are used as shown in FIG. The above-mentioned locking piece 4
The cable element 10 may be fixed by plastically deforming the cable element 8 .
また、ケーブル１の上方に仮設用ロープを張設
し、これによつてケーブル素線１０の複数箇所を
支持する等の手段により、略無負荷の状態でケー
ブル素線１０を張設する場合には、上記ジヤツキ
４２等を用いることなく容易にケーブル素線１０
の一端部１１を耐圧板４１の挿通孔４０内に挿入
することができる。従つてケーブル素線１０にジ
ヤツキ４２用の被挾持部を設ける必要はなく、第
９図に示すように膨出部１２′をケーブル素線１
０の末端部に形成することもできる。これを第１
３図によつて説明する。まず、張設されるケーブ
ル素線１０の上方の所定位置にケーブル素線１０
に沿つて仮設用ロープ７を張設した後、ケーブル
素線１０の上端部を定着部７０に固定する。その
状態ではケーブル素線１０は、自重によつて仮想
線で示すように弛みが生じ、下端部の膨出部１
２′は耐圧板４１に届かない。この状態から仮設
用ロープ７に適当な間隔で取付けた複数の吊り上
げ索７１によりケーブル素線１０を吊り上げて実
線で示すように、直線状態にする。これによつて
膨出部１２′は耐圧板４１側に移動して、第９図
に示すように耐圧板４１の挿通孔４０中に挿通さ
れるとともに、図示の状態よりもさらに移動して
耐圧板４１の後方に位置することになる。そして
この状態で楔片４５をセツトし、次いで吊り上げ
索７１による保持を解除すると、ケーブル素線１
０は再び自重によつて第１３図の仮想線で示すよ
うに弛みが生じるようになり、これによつて膨出
部１２′は挿通孔４０に中に引き込まれるように
引つ張られ、楔片４５を介して耐圧板４１に圧着
固定される。 In addition, when the cable strand 10 is stretched in a substantially no-load state by a means such as stretching a temporary rope above the cable 1 and supporting multiple locations of the cable strand 10, can easily connect the cable wire 10 without using the jack 42 or the like.
One end 11 of the pressure plate 41 can be inserted into the insertion hole 40 of the pressure plate 41. Therefore, it is not necessary to provide a clamped portion for the jack 42 on the cable wire 10, and as shown in FIG.
It can also be formed at the end of 0. This is the first
This will be explained using Figure 3. First, the cable wire 10 is placed at a predetermined position above the cable wire 10 to be stretched.
After the temporary rope 7 is stretched along the cable 10, the upper end of the cable wire 10 is fixed to the fixing part 70. In this state, the cable wire 10 becomes slack due to its own weight as shown by the imaginary line, and the bulge 1 at the lower end
2' does not reach the pressure plate 41. From this state, the cable wire 10 is lifted up by a plurality of lifting ropes 71 attached to the temporary rope 7 at appropriate intervals, and brought into a straight state as shown by the solid line. As a result, the bulging portion 12' moves toward the pressure plate 41 and is inserted into the insertion hole 40 of the pressure plate 41 as shown in FIG. It will be located behind the plate 41. Then, when the wedge piece 45 is set in this state and the holding by the lifting cable 71 is released, the cable element 1
0 again becomes loose due to its own weight as shown by the imaginary line in FIG. It is crimped and fixed to the pressure plate 41 via the piece 45.
さらに、ケーブル素線１０を張設した後、第１
０図に示すように耐圧板４１の後端部に蓋体５０
を配置し、この蓋体５０に接続された注入管５１
を介して挿通孔４０内に合成樹脂等の時間硬化性
物質からなる充填材５を注入して硬化させるよう
にしてもよい。この場合、充填材５によつてケー
ブル素線１０の把持力が生じるため、この充填材
５がケーブル素線１０の緊張力の変動等に対する
応力緩和作用を果し、ケーブル素線１０の疲労強
度を増大させることができるという利点がある。
また第１１図に示すように、耐圧板挿通孔４０の
周面に多数の凹凸４６を形成し、この挿通孔４０
内に上記充填材５を充填するように構成すれば、
充填材５と耐圧板４１との結合性が高められるこ
ととなり、この充填材５による上記応力緩和作用
を向上させることができる。 Furthermore, after the cable wire 10 is stretched, the first
As shown in FIG.
and an injection pipe 51 connected to the lid 50.
The filler 5 made of a time-curable substance such as a synthetic resin may be injected into the insertion hole 40 through the filler 5 and hardened. In this case, since the filler 5 generates a gripping force on the cable strand 10, the filler 5 acts to relieve stress against fluctuations in the tension of the cable strand 10, thereby increasing the fatigue strength of the cable strand 10. It has the advantage of being able to increase the
Furthermore, as shown in FIG.
If the above-mentioned filler 5 is filled in the inside,
The bondability between the filler 5 and the pressure plate 41 is improved, and the stress relaxation effect of the filler 5 can be improved.
以上説明したように、この発明はケーブル素線
に形成された膨張部によつてケーブル素線の張設
長さが設定されるため、ケーブルを構成する各素
線の張設長さを正確かつ均一に揃えることがで
き、しかもケーブル素線を定着部に係止するため
の楔片が耐圧板から抜け落ちるのを確実に防止で
きるという利点を有するものである。 As explained above, in this invention, the tension length of the cable wire is set by the expansion part formed in the cable wire, so the tension length of each wire composing the cable can be accurately and accurately set. This has the advantage that it can be arranged uniformly and that the wedge pieces for locking the cable wires to the fixing part can be reliably prevented from falling off the pressure plate.
第１図はこの発明が適用される構造物の一例を
示す正面図、第２図は膨出部の形成手段を示す部
分断面図、第３図Ａ，Ｂはそれぞれ膨出部の他の
例を示す部分断面図、第４図ないし第６図はこの
発明の実施例を示す断面図、第７図ないし第１１
図はそれぞれこの発明の別の実施例を示す断面
図、第１２図は従来例を示す断面図、第１３図は
本発明の別の実施例を示す正面図である。
１……ケーブル、２……斜張橋（構造物）、４
……定着部、１０……ケーブル素線、１１……ケ
ーブル素線の一端部、１２，１２′……膨出部、
１３，１３′……スリーブ（膨出部）、４０……挿
通孔、４１……耐圧板、４５……楔片（係止部
材）、４８……係止片（係止部材）。
FIG. 1 is a front view showing an example of a structure to which the present invention is applied, FIG. 2 is a partial sectional view showing a means for forming a bulge, and FIGS. 3A and 3B are other examples of a bulge. FIGS. 4 to 6 are sectional views showing embodiments of the present invention, and FIGS. 7 to 11 are partial sectional views showing embodiments of the present invention.
The figures are a sectional view showing another embodiment of the present invention, FIG. 12 is a sectional view showing a conventional example, and FIG. 13 is a front view showing another embodiment of the invention. 1...Cable, 2...Cable-stayed bridge (structure), 4
...Fixing part, 10...Cable wire, 11...One end portion of cable wire, 12, 12'...Bulging portion,
13, 13'... Sleeve (bulging part), 40... Insertion hole, 41... Pressure plate, 45... Wedge piece (locking member), 48... Locking piece (locking member).
Claims (1)
予め架設すべき構造物の定着部間の長さに対応さ
せて切断し、各ケーブル素線の一端部の所定位置
に膨出部を形成し、次いでこのケーブル素線の他
端部を上記構造物の一方の定着部に固定した後、
構造物の他方の定着部に設けた耐圧板の挿通孔に
上記ケーブル素線の膨出部を挿通させ、この膨出
部を耐圧板の後方に位置させた状態で耐圧板の挿
通孔内周面とケーブル素線との間隙内に係止部材
を嵌入し、この係止部材の後端部にケーブル素線
の膨出部を当接させた状態でケーブル素線を耐圧
板に固定させるようにしたことを特徴とするケー
ブルの架設方法。1. A plurality of cable wires constituting the cable are cut in advance according to the length between the anchoring parts of the structure to be constructed, and a bulge is formed at a predetermined position at one end of each cable wire, Next, after fixing the other end of this cable strand to one of the fixing parts of the structure,
Insert the bulging part of the cable wire into the insertion hole of the pressure plate provided in the other anchoring part of the structure, and with the bulge positioned at the rear of the pressure plate, insert the inner periphery of the insertion hole of the pressure plate. A locking member is inserted into the gap between the surface and the cable wire, and the cable wire is fixed to the pressure plate with the bulge of the cable wire in contact with the rear end of the locking member. A cable installation method characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4917983A JPH0232404B2 (en) | 1983-03-23 | 1983-03-23 | KEEBURUNOKASETSUHOHO |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4917983A JPH0232404B2 (en) | 1983-03-23 | 1983-03-23 | KEEBURUNOKASETSUHOHO |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59173406A JPS59173406A (en) | 1984-10-01 |
| JPH0232404B2 true JPH0232404B2 (en) | 1990-07-20 |
Family
ID=12823823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4917983A Expired - Lifetime JPH0232404B2 (en) | 1983-03-23 | 1983-03-23 | KEEBURUNOKASETSUHOHO |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0232404B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01219203A (en) * | 1988-02-25 | 1989-09-01 | Taisei Corp | Manufacture of oblique cable for diagonal cable bridge |
| JPH0721163B2 (en) * | 1988-04-12 | 1995-03-08 | 極東鋼弦コンクリート振興株式会社 | External PC cable fixing device |
-
1983
- 1983-03-23 JP JP4917983A patent/JPH0232404B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59173406A (en) | 1984-10-01 |
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