JPH0246977Y2 - - Google Patents

Info

Publication number
JPH0246977Y2
JPH0246977Y2 JP19683986U JP19683986U JPH0246977Y2 JP H0246977 Y2 JPH0246977 Y2 JP H0246977Y2 JP 19683986 U JP19683986 U JP 19683986U JP 19683986 U JP19683986 U JP 19683986U JP H0246977 Y2 JPH0246977 Y2 JP H0246977Y2
Authority
JP
Japan
Prior art keywords
steel wire
nut
disc
shaped member
sheave
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
Application number
JP19683986U
Other languages
Japanese (ja)
Other versions
JPS63101620U (en
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 filed Critical
Priority to JP19683986U priority Critical patent/JPH0246977Y2/ja
Publication of JPS63101620U publication Critical patent/JPS63101620U/ja
Application granted granted Critical
Publication of JPH0246977Y2 publication Critical patent/JPH0246977Y2/ja
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、PC鋼線入り既製コンクリート杭を
生産するため、コンクリート杭用型枠の中にPC
鋼線を張り渡して支持すると共に、該PC鋼線に
テンシヨンを与える引張装置に関するものであ
る。
[Detailed description of the invention] [Industrial field of application] This invention incorporates PC into the formwork for concrete piles in order to produce ready-made concrete piles containing PC steel wire.
This invention relates to a tensioning device that stretches and supports a steel wire and applies tension to the PC steel wire.

[従来技術] 第2図はPC鋼線入り既製コンクリート製造装
置の1例を模式的に描いた垂直断面図である。
[Prior Art] Fig. 2 is a vertical cross-sectional view schematically depicting an example of a ready-made concrete manufacturing apparatus containing PC steel wires.

1はコンクリート杭の側面を形成する型枠で、
該型枠の両端面を形成する1対のPC鋼線取付板
3,4が設けられる。上記1対のPC鋼線取付板
3,4の間に、複数本(本例において6本)の
PC鋼線5が張り渡される。
1 is the formwork that forms the side of the concrete pile,
A pair of PC steel wire mounting plates 3, 4 forming both end faces of the formwork are provided. Between the above pair of PC steel wire mounting plates 3 and 4, multiple (6 in this example)
The PC steel wire 5 is stretched.

本例におけるPC鋼線取付板3はドライブ側で、
油圧シリンダSyによつて図の左方に引ツ張られ
る。
The PC steel wire mounting plate 3 in this example is on the drive side,
It is pulled to the left in the figure by the hydraulic cylinder Sy.

一方、PC鋼線取付板4はアンカ側であつて、
ネジ杆6が固着されいる。
On the other hand, the PC steel wire mounting plate 4 is on the anchor side,
A screw rod 6 is fixed.

上記ネジ杆6は、アンカとなるフレーム部材7
に挿通され、ナツト8が螺合される。第3図は該
部の拡大外観を示す。
The screw rod 6 is a frame member 7 that serves as an anchor.
and the nut 8 is screwed together. FIG. 3 shows an enlarged appearance of the part.

仮想線で示した9は、コンクリート既製杭を中
空に形成する為の中子部材である。
Reference numeral 9 indicated by a virtual line is a core member for forming a hollow concrete pile.

型枠1内にコンクリートを打設する前の準備工
程においては、油圧シリンダSyに圧力油を供給
しない限り、ナツト8を回すについて格別に大き
い力は必要としない。
In the preparation process before pouring concrete into the formwork 1, no particularly large force is required to turn the nut 8 unless pressure oil is supplied to the hydraulic cylinder Sy.

ナツト8を回してPC鋼線取付板4の位置を調
節した後、油圧シリンダSyに圧力油を供給して
PC鋼線5に張力を与えると、ナツト8は通常の
力では回せなくなる。
After adjusting the position of the PC steel wire mounting plate 4 by turning the nut 8, supply pressure oil to the hydraulic cylinder Sy.
When tension is applied to the PC steel wire 5, the nut 8 cannot be turned with normal force.

[考案が解決しようとする問題点] シリンダSyを作動させ、PC鋼線5に張力を与
えた状態を維持しつつ、コンクリートを打設して
固化させた後、前記のナツト8を弛めなければな
らないが、この際ナツト8に大きい回転力を与え
ないと弛まない。
[Problems to be solved by the invention] After concrete is poured and hardened while operating the cylinder Sy and maintaining tension on the PC steel wire 5, the nut 8 must be loosened. However, at this time, unless a large rotational force is applied to the nut 8, it will not loosen.

通常の大きさのコンクリート既製杭の場合、柄
の長さが約2メートルのスパナを掛けて2人懸り
で回さなければナツト8は弛まない。
In the case of a normal-sized pre-made concrete pile, the nut 8 will not loosen unless two people turn it using a wrench with a length of about 2 meters.

若し返りに、関係部材が理想的な剛体であると
するならば、ナツト8を少し弛めると、所要回動
力は急速に減速する筈である。
On the other hand, if the related members were ideally rigid bodies, then loosening the nut 8 a little would cause the required rotational force to decrease rapidly.

然し、実際には関係部材それぞれに弾性を有し
て撓みを生じている。特にPC鋼線5は大きい張
力を受けて伸び方向に弾性変形している。このた
め、ナツト8を弛め方向に約2回転させないと回
動所要トルクが著しくは減少しない(具体的に
は、柄の長さ2メートルのスパナを掛けて、2人
懸りで力いつぱいに2回転させないと、該ナツト
が1人の力で回るようにならない。
However, in reality, each of the related members has elasticity and bends. In particular, the PC steel wire 5 is subjected to large tension and is elastically deformed in the elongation direction. For this reason, the torque required for turning the nut 8 will not be significantly reduced unless the nut 8 is rotated about 2 times in the loosening direction. If you don't rotate the nut, you won't be able to turn it with one person's power.

長い柄のスパナを2人懸りで2回転させること
は、その労力も、所要時間も無視出来ないほど大
きい。これがPC鋼線入り既製コンクリート杭製
造における合理化、コストダウンのネツクの一つ
になつている。
It takes two people to rotate a long-handled spanner twice, and the amount of effort and time required cannot be ignored. This is one of the keys to rationalization and cost reduction in the production of ready-made concrete piles with pre-cast steel wire.

本考案は上述の事情に鑑みて為されたものであ
つて、その目的とするところは、1人の作業員に
よつて迅速かつ容易に、PC鋼線取付板をフレー
ムに対して支承していたナツトを弛めることの出
来る、PC鋼線引張装置を提供しようとするもの
である。
The present invention was developed in view of the above-mentioned circumstances, and its purpose is to quickly and easily support the PC steel wire mounting plate to the frame by one worker. The purpose of this invention is to provide a PC steel wire tensioning device that can loosen a fixed nut.

[問題点を解決するための手段] 上記の目的を達成するために創作した本考案装
置は、既製コンクリート杭に埋設するPC鋼線を
取り付ける鋼線取付板と、上記鋼線取付板の中央
部に板面と直角に固定した雄ネジ杆と、上記雄ネ
ジ杆を挿通する透孔を設けたフレーム部材と、前
記ネジ杆に螺合するナツトとを設けたPC鋼線引
張装置に適用され、上記のナツトに係合するナツ
ト孔を設けた円板状部材を構成すると共に上記円
板状部材の周囲にシーブ状の溝を設け、該円板状
部材に対して1端を固着したロープを前記のシー
ブ状溝に巻回し得るように構成したことを特徴と
する。
[Means for solving the problem] The device of the present invention created to achieve the above purpose consists of a steel wire mounting plate for attaching a PC steel wire to be buried in a prefabricated concrete pile, and a central part of the steel wire mounting plate. applied to a PC steel wire tensioning device that is provided with a male threaded rod fixed at right angles to a plate surface, a frame member provided with a through hole through which the male threaded rod is inserted, and a nut screwed into the threaded rod, A disk-shaped member is provided with a nut hole that engages with the nut, a sheave-shaped groove is provided around the disk-shaped member, and a rope is fixed at one end to the disk-shaped member. It is characterized in that it is configured so that it can be wound around the sheave-like groove.

[作用] 上記の構成によれば、シーブ状溝に巻回したロ
ープの末端をウインチ(又はホイスト)で引き上
げると、周板状部材が動力で強制的に回され、こ
れに係合したナツトが強力に回される。この場合
シーブ状溝にロープを2回余り巻きつけておくと
ナツトが約2回転せしめられ、1人の作業員で容
易に回せるようになる。
[Operation] According to the above configuration, when the end of the rope wound around the sheave-like groove is pulled up with a winch (or hoist), the circumferential plate-like member is forcibly turned by power, and the nut engaged with it is rotated. It is rotated powerfully. In this case, if the rope is wrapped around the sheave groove more than two times, the nut will be rotated about two times, making it easier for one worker to turn the nut.

[実施例] 第1図は本考案の1実施例を示す分解斜視図で
ある。
[Embodiment] FIG. 1 is an exploded perspective view showing one embodiment of the present invention.

PC鋼線取付板4、PC鋼線5、ネジ杆6、フレ
ーム部材7及びナツト8は、第2図、第3図に示
した従来例におけると同様の構成部材である。
The PC steel wire mounting plate 4, the PC steel wire 5, the screw rod 6, the frame member 7, and the nut 8 are the same structural members as in the conventional example shown in FIGS. 2 and 3.

ナツト8に係合する六角形の透孔(ナツト孔)
11aを有する円板状部材11を構成し、その周
囲にシーブ状の溝11bを形成する。11cは重
量軽減の為に肉を盗んで形成した透孔である。
Hexagonal through hole (nut hole) that engages with nut 8
A disc-shaped member 11 having a diameter 11a is constructed, and a sheave-shaped groove 11b is formed around the disc-shaped member 11. 11c is a through hole formed by stealing meat to reduce weight.

ワイヤロープ12の1端12aを、シーブ状溝
11bの溝底に固着してある。
One end 12a of the wire rope 12 is fixed to the bottom of the sheave-like groove 11b.

ナツト8がネジ杆6に螺合され、かつPC鋼線
5に張力を掛けた状態で、該PC鋼線5がコンク
リート(図示省略)内に埋設されてコンクリート
が固化した後、本実施例の装置を用いてナツト8
を弛めるには、円板状部材11のナツト孔11a
をナツト8に係合し、ワイヤロープ12をシーブ
状溝11bに巻き掛ける。
With the nut 8 screwed into the threaded rod 6 and tension applied to the PC steel wire 5, the PC steel wire 5 is buried in concrete (not shown) and after the concrete has solidified, the present embodiment Nuts using equipment 8
To loosen the nut hole 11a of the disc-shaped member 11.
is engaged with the nut 8, and the wire rope 12 is wound around the sheave-like groove 11b.

第1図は、読図を容易ならしめるように、ワイ
ヤロープ12をシーブ状溝に約1回り弱(詳しく
は約3/4回)巻きつけた状態を描いてあるが、本
考案を実施する際、巻きつけ回数は任意に選定で
きる。実用価値を充分発揮させる為には、本考案
の装置を使用する作業場(既製コンクリート杭製
造工場)において利用し得るクレーン(ホイスト
を含む)の揚程に見合う長さ(のワイヤロープ)
をシーブ状溝11bに巻きつけておくと好都合で
ある。
In order to make the diagram easier to read, Figure 1 depicts the state in which the wire rope 12 is wound around the sheave-like groove less than once (more specifically, approximately 3/4 times); however, when implementing the present invention, , the number of windings can be arbitrarily selected. In order to fully demonstrate its practical value, the length of the wire rope must be commensurate with the lifting height of the crane (including a hoist) that can be used in the workplace (ready-made concrete pile manufacturing factory) where the device of this invention is used.
It is convenient to wrap it around the sheave-like groove 11b.

上記のように準備して、ワイヤロープ12の末
端を、図示の矢印Pの如くクレーンで吊り上げる
と、円板状部材11は図において左回り方向矢印
Lに回され、これに係合されたナツト8が弛み方
向に回される。
After preparing as described above, when the end of the wire rope 12 is hoisted by a crane as shown by the arrow P in the figure, the disc-shaped member 11 is rotated in the counterclockwise direction arrow L in the figure and the nut engaged therewith is rotated. 8 is turned in the loosening direction.

本実施例の装置によれば、クレーン若しくはホ
イストを利用できる場所でさえあれば、別段の駆
動源(例えば油圧シリンダや油圧モータなど)を
新設する必要なく、既設のクレーン等によつてナ
ツト8を弛めることが出来る。
According to the device of this embodiment, as long as a crane or a hoist is available, there is no need to newly install a separate drive source (for example, a hydraulic cylinder or a hydraulic motor), and the nut 8 can be moved using an existing crane or the like. I can relax.

[考案の効果] 以上説明したように、本考案の既製コンクリー
ト杭用PC鋼線引張装置によれば、1人の作業員
によつて迅速かつ容易に、PC鋼線取付板を支承
しているナツトを弛めることが出来、特に、動力
装置を新設する必要なく既設のクレーン等を利用
して大きい回動力でナツトを弛めることが出来
る。
[Effects of the invention] As explained above, according to the PC steel wire tensioning device for ready-made concrete piles of the present invention, the PC steel wire mounting plate can be supported quickly and easily by one worker. Nuts can be loosened, and in particular, nuts can be loosened with a large turning force using an existing crane or the like without the need to install a new power device.

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

第1図は本考案の1実施例を示す分解斜視図で
ある。第2図は従来の既製コンクリート杭構造設
備の断面図、第3図は同じく部分的外観図であ
る。 5……PC鋼線、6……ネジ杆、8……ナツト、
11……円板状部材、11a……ナツト孔、11
b……シーブ状溝、12……ワイヤロープ。
FIG. 1 is an exploded perspective view showing one embodiment of the present invention. FIG. 2 is a sectional view of a conventional ready-made concrete pile structure, and FIG. 3 is a partial external view of the same. 5...PC steel wire, 6...screw rod, 8...nut,
11... Disc-shaped member, 11a... Nut hole, 11
b... Sheave-like groove, 12... Wire rope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 既製コンクリート杭に埋設するPC鋼線を取り
付ける鋼線取付板と、上記鋼線取付板の中央部に
板面と直角に固定した雄ネジ杆と、上記雄ネジ杆
を挿通する透孔を設けたフレーム部材と、前記ネ
ジ杆に螺合するナツトとを設けたPC鋼線引張装
置において、上記のナツトに係合するナツト孔を
設けた円板状部材を構成すると共に上記円板状部
材の周囲にシーブ状の溝を設け、該円板状部材に
対して1端を固着したロープを前記のシーブ状溝
に巻回し得るように構成したことを特徴とする、
既製コンクリート杭用PC鋼線引張装置。
A steel wire mounting plate for attaching the PC steel wire to be buried in a prefabricated concrete pile, a male threaded rod fixed at right angles to the plate surface in the center of the steel wire mounting plate, and a through hole for inserting the male threaded rod. In a PC steel wire tensioning device that includes a frame member and a nut that is screwed into the threaded rod, a disc-shaped member is provided with a nut hole that engages with the nut, and a periphery of the disc-shaped member is configured. A sheave-shaped groove is provided in the disc-shaped member, and a rope having one end fixed to the disc-shaped member can be wound around the sheave-shaped groove.
PC steel wire tensioning device for ready-made concrete piles.
JP19683986U 1986-12-23 1986-12-23 Expired JPH0246977Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19683986U JPH0246977Y2 (en) 1986-12-23 1986-12-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19683986U JPH0246977Y2 (en) 1986-12-23 1986-12-23

Publications (2)

Publication Number Publication Date
JPS63101620U JPS63101620U (en) 1988-07-01
JPH0246977Y2 true JPH0246977Y2 (en) 1990-12-11

Family

ID=31156014

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19683986U Expired JPH0246977Y2 (en) 1986-12-23 1986-12-23

Country Status (1)

Country Link
JP (1) JPH0246977Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100750762B1 (en) 2004-06-08 2007-08-20 채흥석 Jacking unit and post-tensioning reinforcement method using the same

Also Published As

Publication number Publication date
JPS63101620U (en) 1988-07-01

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