JPH06108405A - Execution method of sheath for pc cable - Google Patents

Execution method of sheath for pc cable

Info

Publication number
JPH06108405A
JPH06108405A JP25798392A JP25798392A JPH06108405A JP H06108405 A JPH06108405 A JP H06108405A JP 25798392 A JP25798392 A JP 25798392A JP 25798392 A JP25798392 A JP 25798392A JP H06108405 A JPH06108405 A JP H06108405A
Authority
JP
Japan
Prior art keywords
sheath
sheaths
cable
prefabricated
longitudinal
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
JP25798392A
Other languages
Japanese (ja)
Other versions
JPH0723603B2 (en
Inventor
Yoshiteru Suzuki
義晃 鈴木
Yasuyuki Miwa
泰之 三輪
Masuo Toyoshima
真澄夫 豊島
Kazuoki Kashihara
一起 樫原
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.)
PS Co Ltd
Original Assignee
PS Co Ltd
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 PS Co Ltd filed Critical PS Co Ltd
Priority to JP25798392A priority Critical patent/JPH0723603B2/en
Publication of JPH06108405A publication Critical patent/JPH06108405A/en
Publication of JPH0723603B2 publication Critical patent/JPH0723603B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To rationalize the stage of work of overall construction by a method wherein a sheath for the PC cable of a PC pavement slab is laid and executed in a short time, a factor controlled by the weather, etc., is minimized, quality, dimensions, etc., are made accurate, and a sheath unit is manufactured arbitrarily in parallel with the preparation of a field ground, etc. CONSTITUTION:A large number of longitudinal and lateral sheaths 2, 3 are arrayed in a latticed manner and each intersection point 4 is connected rigidly on a sheath machining field, thus manufacturing an integral transportable reticulate prefabricated sheath unit 1 in 7.5mX7.5m. The prefabricated sheath units 1 are arrayed and laid and arranged on the ground at the positions of execution of PC pavement slabs so that each longitudinal sheath 2 is formed in a straight line, the connecting sections 5 of the longitudinal sheaths 2 are bonded by connecting tubes 6 made of heat-shrinkable tubes, the connecting tubes 6 are heated and shrunk, and the sheaths for the PC pavement slabs in approximately 7.5mX100m are carried out.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、PC舗装版の施工に用
いるPCケーブル用シースの施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a PC cable sheath used for constructing a PC paving slab.

【0002】[0002]

【従来の技術】近年、飛行場等において、例えば幅7.
5m、長さ100m程度のPC舗装版が用いられる。P
C舗装版は、強度が大きく耐久性に富み、航空機発着時
の苛酷な条件に耐えること、地盤の局部的な沈下等の影
響を受けることなく滑走路等の路面を保つこと、補修取
替等が容易で完全な復旧が可能なことなど、恒久施設と
してのメリットが大きい。
2. Description of the Related Art In recent years, for example, a width of 7.
A PC paving slab having a length of 5 m and a length of about 100 m is used. P
The C pavement plate has high strength and durability, can withstand the harsh conditions at the time of aircraft departure and arrival, keep the road surface such as runways without being affected by local subsidence, repair replacement, etc. It is easy to perform and can be completely restored.

【0003】このようなPC舗装版では、縦横シースを
配設し、コンクリート打設養生後、シース内にPCケー
ブルを挿通し、このPCケーブルを緊張してコンクリー
トにプレストレスを導入する。一般に、PCケーブル用
シースは4〜5mの長さを有し、その連結にはジョイン
トシースを用いている。図4はこれを示すもので例えば
シース10、11を構造物の所定の位置に配置し、シー
ス10、11間に、本体のシースより径が大きく、30
cm程度の長さを有するジョイント用シース14を介し
て連結している。この連結は、シース10、11に有す
るリブネジ12、13を利用してジョイントシース14
のリブネジ15に一方のシースを回転させてねじ込む方
法によって行っている。PCケーブル用シースはコンク
リート打設の時にセメントペーストや水の浸入があって
はならないため、ジョイントシースの両端にはビニール
テープ16を巻いてシールする。
In such a PC paving slab, vertical and horizontal sheaths are arranged, and after curing by pouring concrete, a PC cable is inserted into the sheath and the PC cable is tensioned to introduce prestress into the concrete. Generally, a PC cable sheath has a length of 4 to 5 m, and a joint sheath is used for connecting the sheaths. FIG. 4 shows this. For example, the sheaths 10 and 11 are arranged at predetermined positions in the structure, and the diameter between the sheaths 10 and 11 is larger than that of the sheath of the main body.
They are connected via a joint sheath 14 having a length of about cm. This connection is performed by using the rib screws 12 and 13 provided in the sheaths 10 and 11 and the joint sheath 14
One of the sheaths is rotated and screwed into the rib screw 15 of FIG. Since the PC cable sheath must not be infiltrated with cement paste or water when pouring concrete, vinyl tape 16 is wrapped around both ends of the joint sheath for sealing.

【0004】[0004]

【発明が解決しようとする課題】このようなシースを1
本ずつPC舗装版設置現場において地上に格子状に配設
し、その交点を結束し、コンクリートを打設する従来の
方法では、 (イ)現場でシースを1本づつ配設するために、長期の
敷設日数を要し、人力による非能率作業が避け難い。 (ロ)気象条件その他に左右されやすく、長工期とな
る。 (ハ)機械化、高能率化が容易でない。 などの問題がある。
[Problems to be Solved by the Invention]
In the conventional method of arranging books one by one in a grid pattern on the ground at the PC pavement installation site, bundling the intersections, and placing concrete, (a) the sheaths are installed one by one at the site, so It takes a lot of days to lay, and it is difficult to avoid inefficient work by human power. (B) The construction period is long because it is easily affected by weather conditions and other factors. (C) Mechanization and high efficiency are not easy. There are problems such as.

【0005】本発明はこのような問題を解決するため
に、予め加工場内において製作可能な大きさの格子状に
組み立てたプレハブシースユニットを製作して貯蔵し、
これを現場に搬送して、短期間にPC舗装版施工位置に
敷設する技術を開発した。このように新規な技術思想に
より (a)工場内におけるプレハブシースユニット製作の機
械化を容易にし、(b)中間製品を貯蔵することにより
現場敷設作業を機械化し、短時間に敷設施工することが
でき、(c)天候等に支配される要因を最小限にし、
(d)品質、寸法等を正確にし、(e)現場地盤造成等
と並行的にシースユニット製作を任意に行うことにより
全体工事工程の合理化を図る。
In order to solve such a problem, the present invention manufactures and stores a prefabricated sheath unit assembled in advance into a lattice in a size that can be manufactured in a processing plant.
We developed a technology to transport this to the site and lay it on the PC pavement construction position in a short period of time. In this way, the new technical idea makes it possible to (a) facilitate mechanization of manufacturing a prefabricated sheath unit in a factory, and (b) store intermediate products to mechanize on-site laying work and lay in a short time. , (C) Minimize factors such as weather
(D) The quality, dimensions, etc. will be made accurate, and (e) the sheath unit will be arbitrarily manufactured in parallel with the construction of the site ground, etc., to rationalize the entire construction process.

【0006】[0006]

【課題を解決するための手段】本発明は、上記課題を達
成するために、PCケーブル用直線状縦横シース多数本
をシースユニット加工場の床盤上に直格子又は斜格子状
に配列し、その格子配列の交点を、例えば1つおきに千
鳥状配列に、各支点を剛結し、一体運搬可能な網目状プ
レハブシースユニットを製作し、このプレハブシースユ
ニットの多数個をPC舗装版の施工位置の地盤上に各縦
シースが一直線になるように配列して敷き並べ、連結す
べき隣接縦シース同士の端部に熱収縮チューブからなる
接続管を外嵌し、この接続管を加熱して収縮させ、PC
舗装版用シースを形成することを特徴とするPCケーブ
ル用シースの施工方法である。
In order to achieve the above-mentioned object, the present invention arranges a large number of straight vertical and horizontal sheaths for a PC cable on a floor of a sheath unit processing site in a straight lattice or a diagonal lattice pattern, For example, every other intersection of the lattice array is staggered in a zigzag arrangement, and each fulcrum is rigidly connected to produce a mesh-shaped prefabricated sheath unit that can be integrally transported. The vertical sheaths are arranged and laid out in a straight line on the ground at the position, and a connecting tube made of a heat shrink tube is externally fitted to the ends of adjacent vertical sheaths to be connected, and this connecting tube is heated. Shrink, PC
A method for constructing a sheath for a PC cable, characterized by forming a sheath for paving slab.

【0007】[0007]

【作用】本発明は予め工場にてPCケーブル用シースを
直格子・斜格子等に配置して組立を行い、組み立てられ
たプレハブシースユニットを現場に搬入してこれらのユ
ニット相互を連結しPC舗装版用のシースの敷設を行う
施工方法である。本発明に係るプレハブシースユニット
は、個々のシースを回転することができないためシース
ユニット同士を従来のジョイントシースで連結すること
は不可能である。
According to the present invention, the PC cable sheaths are arranged in advance in a factory in a straight lattice, a diagonal lattice or the like and assembled, and the assembled prefabricated sheath unit is brought into the field and these units are connected to each other to form a PC pavement. This is a construction method for laying a plate sheath. In the prefabricated sheath unit according to the present invention, it is impossible to connect the sheath units with the conventional joint sheath because the individual sheaths cannot be rotated.

【0008】そのため、本方法は熱を与えると縮小する
特殊合成ゴムからなる熱収縮チューブを使用してプレハ
ブシースユニット相互間を連結すると共に、水密性を高
めたものである。このため従来のビニールテープ巻きの
作業が不要となる。PCケーブル用シース相互の連結部
の開き幅が大きい場合には、薄鋼管で製作されたスリー
ブ管をシース間に配置することによって所要の機能を損
なうことなく本発明を実施することができる。又薄鋼管
スリーブに替えてリブネジ部に余裕を持たせたジョイン
トシースを用いてこれに熱収縮チューブを被せることと
してもよい。
Therefore, this method uses a heat-shrinkable tube made of special synthetic rubber that shrinks when heat is applied to connect the prefabricated sheath units to each other and to improve the watertightness. For this reason, the conventional work of winding a vinyl tape becomes unnecessary. When the opening width of the connecting portion between the PC cable sheaths is large, the present invention can be carried out by arranging a sleeve pipe made of a thin steel pipe between the sheaths without impairing a required function. Further, instead of the thin steel pipe sleeve, a joint sheath having a rib screw portion with a margin may be used to cover the heat shrinkable tube.

【0009】熱収縮チューブとしては、熱収縮性を有す
る特殊合成ゴムの他、自己収縮性、自己融着性を有する
特殊ゴムを用いてもよい。
As the heat-shrinkable tube, a special synthetic rubber having a heat-shrinking property as well as a special rubber having a self-shrinking property and a self-fusion property may be used.

【0010】[0010]

【実施例】図3に本発明の実施例の概念を示す敷設図を
示した。加工場において、製作された2個のプレハブシ
ースユニット1が縦シース2が一直線になるように配設
されている。空港のPC舗装版施工のための実際のシー
スユニット1は、縦、横寸法が7.5m×7.5mで縦
シース2、横シース3が30cmピッチに配設され縦横
シースの交点4は結束金具によって剛結されており、長
手方向約100mを一時に敷設施工する。
EXAMPLE FIG. 3 is a laying diagram showing the concept of an example of the present invention. At the processing site, the two prefabricated sheath units 1 produced are arranged so that the vertical sheaths 2 are aligned. The actual sheath unit 1 for PC pavement construction at an airport has vertical and horizontal dimensions of 7.5 m x 7.5 m, and the vertical sheath 2 and horizontal sheath 3 are arranged at a pitch of 30 cm, and the intersections 4 of the vertical and horizontal sheaths are bound together. It is rigidly connected by metal fittings, and the construction of about 100 m in the longitudinal direction is laid at a time.

【0011】縦シースの連結部5の詳細を図1、図2に
示した。図1の例は縦シース2の連結部の外径に接続管
6を嵌め加熱密着させたものである。図2に示した例は
連結部の隙間が大きい場合を示すもので、縦シース2の
連結部5は薄鋼板スリーブ7を嵌め、その外径に接続管
6が外嵌し、接続管6は縦シース2の両端に密着してい
る。接続管6は薄鋼板スリーブ7より大径の円筒状の特
殊合成ゴムからなる熱収縮性チューブを加熱収縮させて
密着させたものである。
Details of the connecting portion 5 of the vertical sheath are shown in FIGS. In the example shown in FIG. 1, the connecting pipe 6 is fitted into the outer diameter of the connecting portion of the vertical sheath 2 and heat-contacted. The example shown in FIG. 2 shows a case where the gap between the connecting portions is large. A thin steel plate sleeve 7 is fitted into the connecting portion 5 of the vertical sheath 2, and a connecting pipe 6 is fitted onto the outer diameter of the thin steel plate sleeve 7. It is in close contact with both ends of the vertical sheath 2. The connection pipe 6 is a heat-shrinkable tube made of a special synthetic rubber having a cylindrical shape having a diameter larger than that of the thin steel plate sleeve 7 and heat-shrinked to be closely attached.

【0012】本発明方法は飛行場のPC舗装版の他、道
路舗装、大規模な水タンク等の底板スラブの施工にも応
用することができる。
The method of the present invention can be applied not only to PC paving slabs for airfields, but also to road pavement and construction of bottom plate slabs such as large-scale water tanks.

【0013】[0013]

【発明の効果】したがって、本方法は、次の優れた効果
を奏する。 (1)現場の天候に左右されず、プレハブシースユニッ
トのストック生産が可能であり、全体工期の短縮、生産
性の向上及び省力化に寄与する。 (2)特殊合成ゴムを使用することによって、低姿勢で
のビニールテープ巻きの作業が不要となり、作業員を苦
渋作業から解放させることができる。 (3)特殊合成ゴムの使用によりセメントペースト・水
の浸入を確実に防止することができ、高品質の施工がで
きる。
Therefore, the present method has the following excellent effects. (1) Stock production of prefabricated sheath units is possible regardless of the weather on site, which contributes to shortening the overall construction period, improving productivity and saving labor. (2) By using the special synthetic rubber, the work of winding the vinyl tape in a low posture is unnecessary, and the worker can be freed from the troublesome work. (3) The use of special synthetic rubber can surely prevent the infiltration of cement paste and water, which enables high-quality construction.

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

【図1】実施例の説明図である。FIG. 1 is an explanatory diagram of an example.

【図2】実施例の説明図である。FIG. 2 is an explanatory diagram of an example.

【図3】実施例のシース連結部断面図である。FIG. 3 is a cross-sectional view of the sheath connecting portion of the embodiment.

【図4】従来のシース連結部断面図である。FIG. 4 is a cross-sectional view of a conventional sheath connecting portion.

【符号の説明】[Explanation of symbols]

1 プレハブシースユニット 2 縦シース 3 横シース 4 交点 5 連結部 6 接続管 7 スリーブ 10、11 シ
ース 12、13、15 リブネジ 14 ジョイン
トシース 16 ビニールテープ
1 Prefabricated sheath unit 2 Vertical sheath 3 Horizontal sheath 4 Intersection point 5 Connection part 6 Connecting tube 7 Sleeve 10, 11 Sheath 12, 13, 15 Rib screw 14 Joint sheath 16 Vinyl tape

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 PCケーブル用直線状縦横シース多数本
をシースユニット加工場の床盤上に直格子又は斜格子状
に配列し、その格子配列の各交点を剛結し、一体運搬可
能な網目状プレハブシースユニットを製作し、該プレハ
ブシースユニットの多数個をPC舗装版の施工位置の地
盤上に各縦シースが一直線になるように配列して敷き並
べ、連結すべき隣接縦シース同士の端部に熱収縮チュー
ブからなる接続管を外嵌し、該接続管を加熱して収縮さ
せ、PC舗装版用シースを形成することを特徴とするP
Cケーブル用シースの施工方法。
1. A mesh capable of being integrally transported by arranging a large number of straight vertical and horizontal sheaths for a PC cable on the floor of a sheath unit processing site in a straight lattice or a diagonal lattice, and connecting the intersections of the lattice arrangement rigidly. -Shaped prefabricated sheath unit is manufactured, and a large number of the prefabricated sheath units are arranged and arranged so that each vertical sheath is aligned on the ground where the PC paving plate is installed, and the ends of adjacent vertical sheaths to be connected are arranged. A connecting pipe made of a heat-shrinkable tube is externally fitted to the portion, and the connecting pipe is heated to shrink to form a PC paving plate sheath.
Construction method of sheath for C cable.
JP25798392A 1992-09-28 1992-09-28 Construction method of sheath for PC cable Expired - Fee Related JPH0723603B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25798392A JPH0723603B2 (en) 1992-09-28 1992-09-28 Construction method of sheath for PC cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25798392A JPH0723603B2 (en) 1992-09-28 1992-09-28 Construction method of sheath for PC cable

Publications (2)

Publication Number Publication Date
JPH06108405A true JPH06108405A (en) 1994-04-19
JPH0723603B2 JPH0723603B2 (en) 1995-03-15

Family

ID=17313921

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25798392A Expired - Fee Related JPH0723603B2 (en) 1992-09-28 1992-09-28 Construction method of sheath for PC cable

Country Status (1)

Country Link
JP (1) JPH0723603B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100780370B1 (en) * 2006-06-08 2007-11-29 (주)삼우아이엠씨 Tie bar for reinforced concrete pavemant and reinforced concrete pavemant method using the same
JP5933876B1 (en) * 2015-10-28 2016-06-15 東拓工業株式会社 Sheath joint and sheath pipe structure including the same
JP2017078268A (en) * 2015-10-19 2017-04-27 鹿島建設株式会社 Method for joining precast member

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100780370B1 (en) * 2006-06-08 2007-11-29 (주)삼우아이엠씨 Tie bar for reinforced concrete pavemant and reinforced concrete pavemant method using the same
JP2017078268A (en) * 2015-10-19 2017-04-27 鹿島建設株式会社 Method for joining precast member
JP5933876B1 (en) * 2015-10-28 2016-06-15 東拓工業株式会社 Sheath joint and sheath pipe structure including the same
WO2017072815A1 (en) * 2015-10-28 2017-05-04 東拓工業株式会社 Sheath joint and sheath pipeline structure including same

Also Published As

Publication number Publication date
JPH0723603B2 (en) 1995-03-15

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