JPH0244966Y2 - - Google Patents

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Publication number
JPH0244966Y2
JPH0244966Y2 JP10939886U JP10939886U JPH0244966Y2 JP H0244966 Y2 JPH0244966 Y2 JP H0244966Y2 JP 10939886 U JP10939886 U JP 10939886U JP 10939886 U JP10939886 U JP 10939886U JP H0244966 Y2 JPH0244966 Y2 JP H0244966Y2
Authority
JP
Japan
Prior art keywords
bench
steel wire
frame
guide
traction
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
JP10939886U
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Japanese (ja)
Other versions
JPS6316105U (en
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Filing date
Publication date
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Priority to JP10939886U priority Critical patent/JPH0244966Y2/ja
Publication of JPS6316105U publication Critical patent/JPS6316105U/ja
Application granted granted Critical
Publication of JPH0244966Y2 publication Critical patent/JPH0244966Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案はプレテンシヨン(予備張力)を与え
たコンクリート製品を作るため、プレテンシヨ
ン・ベンチ端部に固定するPC鋼線緊張装置に関
する。
[Detailed description of the invention] (Field of industrial application) This invention relates to a PC steel wire tensioning device that is fixed to the end of a pretension bench in order to make pretensioned concrete products.

(従来の技術) コンクリートにプレテンシヨンを与えた製品を
作るには、工場敷地に作り付けたプレテンシヨ
ン・ベンチ上に所要形状の型枠を組み、これに
PC鋼線を通して緊張を加え、コンクリートを打
設し、その硬化によりPC鋼線の弾性伸びを固定
して、型枠から取出す。
(Conventional technology) In order to make products with pretensioned concrete, a formwork of the desired shape is built on a pretension bench built on the factory site, and then
Tension is applied through the PC steel wire, concrete is poured, the elastic elongation of the PC steel wire is fixed as it hardens, and the concrete is removed from the formwork.

PC鋼線緊張装置としては、例えば第7図のよ
うな装置が一般に使われる。図のPは型枠に通し
たPC鋼線の端部で、くさび式定着具1により、
定着板2のそれぞれの穴に定着されている。定着
板2の下縁は摺動台3上を摺動する。
As a PC steel wire tensioning device, for example, a device as shown in Fig. 7 is generally used. P in the figure is the end of the PC steel wire passed through the formwork, and the wedge-type fixing device 1 is used to
It is fixed in each hole of the fixing plate 2. The lower edge of the fixing plate 2 slides on the sliding table 3.

定着板2を摺動させて、各PC鋼線Pに所要張
力を生ぜしめる緊張機構は、プレテンシヨン・ベ
ンチBの上面に固定したポスト4、ジヤツキ5、
けん引板6、けん引棒7、そして、けん引板摺動
台8等である。
The tension mechanism that slides the fixing plate 2 and generates the required tension on each PC steel wire P includes a post 4, a jack 5, and a jack 5 fixed to the upper surface of the pretension bench B.
They include a traction plate 6, a traction bar 7, a traction plate sliding base 8, and the like.

けん引棒7はポスト4の貫通孔を通つているか
ら、ジヤツキ5の押出しにより、けん引板6、棒
7が定着板2を介して各PC鋼線Pをけん引する。
油圧ジヤツキを使えば油圧計から、各PC鋼線の
内応力を計算できる。
Since the traction rod 7 passes through the through hole of the post 4, the traction plate 6 and the rod 7 pull each PC steel wire P through the fixing plate 2 by pushing out the jack 5.
If you use a hydraulic jack, you can calculate the internal stress of each PC steel wire from the oil pressure gauge.

(考案が解決しようとする問題点) 各PC鋼線は通常、ベンチ上面に平行に張られ
るから、第7図の定着板2は、型枠端板を抜け出
たPC鋼線Pをそのまゝの高さに定着している。
従つて、これに所要の弾性伸びを与えるよう強く
けん引すれば、ポスト4がその反力のモーメント
により強い押倒し力を受ける。
(Problem to be solved by the invention) Since each PC steel wire is usually stretched parallel to the top surface of the bench, the fixing plate 2 in FIG. It has settled at a height of .
Therefore, if the post 4 is strongly towed to give it the required elastic elongation, the post 4 will receive a strong pushing down force due to the moment of the reaction force.

そのためポスト4の構造、その固定機構、ベン
チ自体の構造がすべて強大になり、従来の工場内
設備の場合はよいが、本出願人が開発した移転可
能なベンチの緊張装置としては改善の余地がある
点に着眼し、これを考案の目的としてとらえた。
As a result, the structure of the post 4, its fixing mechanism, and the structure of the bench itself are all very strong, which is fine for conventional factory equipment, but there is room for improvement as a removable bench tensioning device developed by the applicant. He focused on a certain point and took this as the purpose of his invention.

(問題点を解決するための手段) この考案はプレテンシヨン・ベンチ上の、コン
クリート成形型枠に通したPC鋼線を緊張させる
ため、ベンチ端部に取付ける緊張装置において、
型枠端板の外方、ベンチ上に相前後して並び立つ
複数枚の板材であつて、型枠上部から出た各PC
鋼線を各板材の貫通孔へ通すことにより、順次下
向き屈折させて、ベンチ上面近くへ向けるように
した導孔つき案内板とその支持機構と、ベンチ端
部上面に伏せて固定した長方形のへん平鋼枠であ
つて、ベンチ中心線に沿う両側縦材の対向面は横
溝になつているけん引案内枠と、上記貫通孔を経
たPC鋼線それぞれの定着穴をもち、上記両側横
溝に両端を入れて、PC鋼線緊張方向へ平行移動
可能なけん引用横枠とを備え、上記案内枠の型枠
寄り横材と上記けん引用横枠との間に、ジヤツキ
を入れる空間を有することを特徴とするPC鋼線
緊張装置である。
(Means for solving the problem) This invention uses a tensioning device attached to the end of the bench to tension the PC steel wire passed through the concrete forming form on the pretension bench.
Multiple boards lined up one after the other on the bench outside the end plate of the formwork, each PC protruding from the top of the formwork.
A guide plate with a guide hole and its support mechanism, in which a steel wire is passed through a through-hole in each plate, bent downward one after another and directed toward the top of the bench, and a rectangular hole fixed face down on the top of the end of the bench. The frame is a flat steel frame, and the opposing surfaces of the vertical members on both sides along the center line of the bench have a traction guide frame with horizontal grooves, and fixing holes for the PC steel wires that pass through the above-mentioned through holes, and both ends are attached to the horizontal grooves on both sides. and a traction horizontal frame that can be moved in parallel in the tensioning direction of the PC steel wire, and has a space for inserting a jack between the formwork side cross member of the guide frame and the traction horizontal frame. This is a PC steel wire tensioning device.

(作用) この考案は型枠から出て来たPC鋼線端部を引
下げることにより、上記第7図の例でいえば、ジ
ヤツキ5の位置をベンチB上面近くへ下げて、け
ん引反力のモーメントを小にし、さらに、けん引
板用摺動台8とポスト4を一体のへん平鋼枠にし
て、ベンチへ安定に取付けられる形にした。
(Function) This idea lowers the position of the jack 5 near the top surface of bench B in the example shown in Fig. 7 by pulling down the end of the PC steel wire that has come out of the formwork, and the traction reaction force is lowered. In addition, the slide plate 8 for the traction plate and the post 4 are made into an integrated flat steel frame, so that they can be stably attached to the bench.

すなわち、型枠端板の外方、ベンチ上に所要配
置の導孔(貫通孔)をもつ複数の案内板を立て、
型枠上部から出た各PC鋼線が順次各板の貫通孔
を通るうちに、その向きをベンチ上面近くへ向け
させる。そして、各鋼線端部はベンチ上面に伏せ
たへん平な案内枠の中のけん引用横枠に定着す
る。その案内枠の横材とけん引用横枠との間へジ
ヤツキを入れて押させると、けん引用横枠は横溝
により浮上りを制せられつゝ移動して、それらの
PC鋼線を必要な長さ引伸ばし、所要張力を生ぜ
しめるのである。
That is, a plurality of guide plates with guide holes (through holes) arranged as required are erected on the bench outside the end plate of the formwork.
As each PC steel wire coming out from the top of the formwork passes through the through holes in each plate in sequence, it is directed toward the top of the bench. The ends of each steel wire are then fixed to a horizontal frame for traction within a flat guide frame laid down on the top surface of the bench. When a jack is inserted between the guide frame cross member and the towing horizontal frame and the horizontal member is pushed, the towing horizontal frame moves while being restrained from floating by the horizontal groove.
The PC steel wire is stretched to the required length to create the required tension.

(実施例) 第1図はこの考案を適用したプレテンシヨン・
ベンチの全景を示し、第2図はこの考案の実施例
を示す。
(Example) Figure 1 shows a pretension system to which this idea is applied.
A panoramic view of the bench is shown, and FIG. 2 shows an embodiment of this invention.

そのBはベンチ、Mは型枠、Nはその端板、P
はPC鋼線である。この考案独特の導孔つき案内
板を10、けん引案内枠を11、その支持機構を
20、けん引用横枠を12としている。第3,4
図は案内枠11、けん引用横枠12の詳細図、第
5,6図は導孔つき案内板10、その支持機構2
0の詳細図である。
B is the bench, M is the formwork, N is the end plate, P
is PC steel wire. The guide plate with guiding holes unique to this invention is numbered 10, the towing guide frame is numbered 11, its support mechanism is numbered 20, and the horizontal frame for traction is numbered 12. 3rd, 4th
The figure is a detailed view of the guide frame 11 and the towing horizontal frame 12, and Figures 5 and 6 are the guide plate 10 with guide holes and its support mechanism 2.
0 is a detailed diagram of 0.

第3,4図の案内枠11は、ベンチ中心線に沿
う向きの左右縦材11a,11aと、型枠寄りの
横材11b、反対側横材11dの4本を長方形に
組んだ鋼枠で、縦材11a,11aは、この場
合、工形断面であるから、対向面は横溝11c,
11cになつている。横溝11cの天井に減摩材
を貼つた。樹脂製ライニング材を貼ると摩擦が著
減する。
The guide frame 11 shown in Figures 3 and 4 is a steel frame made up of four rectangular pieces: left and right vertical members 11a, 11a oriented along the center line of the bench, a horizontal member 11b near the formwork, and a horizontal member 11d on the opposite side. , the vertical members 11a, 11a are shaped cross sections in this case, so the opposing surfaces are the horizontal grooves 11c,
It's becoming 11c. Anti-friction material was pasted on the ceiling of horizontal groove 11c. Applying a resin lining material will significantly reduce friction.

横材11bには、型枠の低い位置に張つたPC
鋼線Pを迎え入れる受入穴13を多数設け、製品
が変つても、どれかの穴から内部へ通せるように
している。受入穴13からの案内管13aを経て
けん引用横枠12に達したPC鋼線Pは、その受
入穴14、案内管14aを通つて定着穴15に先
端をのぞかせ、くさび式定着具16により定着さ
れる。
The horizontal member 11b has a PC attached to the lower part of the formwork.
A large number of receiving holes 13 are provided to receive the steel wire P, so that even if the product changes, it can be passed through any of the holes. The PC steel wire P that has reached the towing horizontal frame 12 through the guide tube 13a from the receiving hole 13 has its tip peeking into the fixing hole 15 through the receiving hole 14 and the guide tube 14a, and is fixed by the wedge-type fixing device 16. be done.

他方、型枠の高い位置に張つたPC鋼線Pは直
接、けん引用横枠12の上部定着穴15aに定着
される(第2,4図参照)。第3図だけに画いた
が、ジヤツキ5は横材11bとけん引用横枠12
との間に入つて、両者を押離すことにより鋼線P
をけん引する。けん引ストロークは50〜60mベン
チの場合、300mm、前後あれば足りる。
On the other hand, the PC steel wire P stretched at a high position of the formwork is directly fixed to the upper fixing hole 15a of the horizontal frame 12 for traction (see FIGS. 2 and 4). Although shown only in Fig. 3, the jack 5 includes the horizontal member 11b and the horizontal frame 12 for towing.
and the steel wire P by pushing them apart.
towing. For a 50-60m bench, a towing stroke of 300mm is sufficient.

なおこの実施例は、鋼線Pに所要張力を与えた
後、ジヤツキ5を取はずせるよう、けん引用横枠
12と横材11dとの間隔を、高張力ネジ棒18
とナツトでもつて固定する機構を加えている。1
7はベンチへの取付穴である。
In this embodiment, the distance between the towing horizontal frame 12 and the horizontal member 11d is adjusted by using a high-tensile threaded rod 18 so that the jack 5 can be removed after applying the required tension to the steel wire P.
A mechanism has been added to secure it with a nut. 1
7 is a mounting hole to the bench.

次に第5,6図により、導孔つき案内板10と
その支持機構20の実施例を説明する。案内板1
0は所要位置に貫通孔10aを明けた長方形平板
で上端に吊手19を付け、随時、入れ替えられる
ようにしている。無論、貫通孔10aの位置は、
型枠から離れた案内板のものほど低くして、これ
らに通したPC鋼線Pを順次下向き屈折させる配
置にする。孔10aの配置は何種類もの製品の
PC鋼線の位置に対応させることができ、また落
し込み装着ゆえ簡単に案内板10を交換すること
もできる。PC鋼線の外周は平滑であるから貫通
孔10aの摩耗は少い。
Next, an embodiment of the guide plate 10 with guide holes and its support mechanism 20 will be described with reference to FIGS. 5 and 6. Information board 1
0 is a rectangular flat plate with through holes 10a at required positions, and a hanger 19 is attached to the upper end so that it can be replaced at any time. Of course, the position of the through hole 10a is
The guide plates farther from the formwork are lowered, and the PC steel wires P passed through them are bent downward one after another. The arrangement of holes 10a is different for many types of products.
The guide plate 10 can be adjusted to correspond to the position of the PC steel wire, and the guide plate 10 can be easily replaced because it is installed in a drop-in manner. Since the outer periphery of the PC steel wire is smooth, the wear of the through hole 10a is small.

案内板10の支持機構20は、この例では前後
壁のない箱形で、ボルト穴21によりベンチ上に
ボルト締めされる。その左右内壁には各案内板1
0を上から落し込む導入溝材22を付け、底板に
は受溝材23を付けている。24は補強板であ
る。
The support mechanism 20 of the guide plate 10 is box-shaped in this example without front and rear walls, and is bolted onto the bench through bolt holes 21. Each guide board 1 is on the left and right inner walls.
An introduction groove material 22 into which the 0 is dropped from above is attached, and a receiving groove material 23 is attached to the bottom plate. 24 is a reinforcing plate.

第1図のプレテンシヨン・ベンチBは右側を
PC鋼線Pの緊張側、左側を定着側とし、緊張側
にはこの考案のけん引案内枠11と、導孔つき新
内板を納めた支持機構20とを取付けている。定
着側は鋼線P端を従来通りの定着機構で留めても
よい。しかし、この実施例は緊張側と同様の導孔
つき案内板と支持機構20を使つて鋼線Pを斜め
下向きにしている。その線端を定着する機構も、
図では簡単に符号8を付しているが、第3,4図
のけん引用横枠12を固定横材とした長方形鋼枠
にして、けん引力のモーメントを小さくしてい
る。
Pretension bench B in Figure 1 is on the right side.
The tension side of the PC steel wire P, the left side, is the anchoring side, and the traction guide frame 11 of this invention and the support mechanism 20 containing the new inner plate with guide holes are attached to the tension side. On the fixing side, the end of the steel wire P may be fixed by a conventional fixing mechanism. However, in this embodiment, the steel wire P is directed diagonally downward using a guide plate with a guide hole and a support mechanism 20 similar to those on the tension side. The mechanism that fixes the end of the line is also
In the drawings, the reference numeral 8 is simply attached, but the traction horizontal frame 12 in FIGS. 3 and 4 is a rectangular steel frame with fixed cross members to reduce the moment of traction force.

以上、一実施例について説明したが、この考案
はその要旨を変えることなく、実施条件に応じ
て、設計者の周知技術により多様に変化、応用し
得るもので、導孔つき案内板の板数を増減すると
か、その貫通孔とPC鋼線との間の摩擦が強くな
るけん引ストローク終期だけ、各案内板が下端を
支点に揺動し得るよう、支持機構に工夫を加える
とか、貫通孔に減摩材をはめる等、自由である。
もつとも摩擦が問題になるのは、けん引力の計算
のためであつて、案内板貫通孔やPC鋼線端部の
摩耗は実際上、ほとんど問題でない。
Although one embodiment has been described above, this invention can be varied and applied in a variety of ways depending on the implementation conditions and well-known techniques of the designer without changing its gist. The support mechanism may be modified so that each guide plate can swing around its lower end only at the end of the towing stroke, when the friction between the through hole and the PC steel wire becomes stronger. You are free to use anti-friction materials, etc.
Of course, friction is a problem for calculating the traction force, and wear on the guide plate through holes and the ends of the PC steel wire is practically not a problem.

(考案の効果) この考案は、プレテンシヨン・ベンチ上でPC
コンクリート製品を成形する場合、ベンチ表面に
平行して張るPC鋼線のけん引方向は当然、水平
方向に限られるとした従来の常識を捨て、これを
斜下方へけん引する事により緊張装置の簡素化を
達成し、可搬式プレテンシヨン・ベンチに好適な
PC鋼線緊張装置とし得た。
(Effects of the invention) This invention was developed by using a PC on a pretension bench.
When forming concrete products, we abandon the conventional wisdom that the pulling direction of the PC steel wire stretched parallel to the bench surface is limited to the horizontal direction, and simplify the tensioning device by pulling it diagonally downward. achieved and suitable for portable pretension benches.
It can be used as a PC steel wire tensioning device.

製品断面に数多く配置されるPC鋼線を各個に
斜下方へ向けるには面倒な機構が考えられるが、
この考案は複数枚の導孔つき案内板を前後して並
立させ、導孔の位置を順次下げるという最も簡単
で変化、応用しやすい機構にした。
A complicated mechanism can be considered to orient each of the many PC steel wires placed diagonally downward in the cross section of the product, but
This idea is the simplest and easiest to change and apply mechanism by arranging multiple guide plates with guide holes one behind the other and lowering the positions of the guide holes one after another.

そして各PC鋼線の端末は、へん平鋼枠である
けん引案内枠の内側横溝を摺動するけん引用横枠
に定着するから、この横枠と鋼枠横材との間へジ
ヤツキを入れゝば、斜下方へ向つたPC鋼線端末
を、浮上る恐れなく容易にベンチ表面沿いにけん
引する事ができる。これにより、けん引反力のモ
ーメントを下げられ、しかもけん引案内枠はへん
平鋼枠であるため、ベンチ上に簡単にボルト締め
すれば足りる。
The terminals of each PC steel wire are fixed to the traction horizontal frame that slides in the inner horizontal groove of the traction guide frame, which is a flat steel frame, so a jack is inserted between this horizontal frame and the steel frame cross member. For example, the PC steel wire end facing diagonally downward can be easily towed along the bench surface without fear of floating up. This reduces the moment of traction reaction force, and since the traction guide frame is a flat steel frame, it is sufficient to simply bolt it onto the bench.

長大なPCコンクリート製品を工場から工事現
場へ送る輸送の問題を避けるため、現場に可搬式
プレテンシヨン・ベンチを組立てる方法が実用期
に入ろうとする現在、PC鋼線緊張により強大な
反力のモーメントが組立式ベンチに加わるのを、
この考案により軽減し得る効果は極めて大きい。
In order to avoid the transportation problems of transporting long prestressed concrete products from the factory to the construction site, the method of assembling portable pretension benches on site is about to enter into practical use. will be added to the sectional bench,
The effect of this idea can be extremely significant.

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

第1図はこの考案を適用したプレテンシヨン・
ベンチの一例立面図、第2図はこの考案実施例の
説明図、第3,4図は上記実施例のけん引案内枠
の平面図、縦断面図、第5,6図は同じく導孔つ
き案内板とその支持機構の縦断面図、平面図、第
7図は従来技術の説明図である。 10……導孔つき案内板、11……けん引案内
枠、12……けん引用横枠、20……案内板支持
機構。
Figure 1 shows a pretension system applying this idea.
An elevational view of an example of a bench, Fig. 2 is an explanatory view of an embodiment of this invention, Figs. 3 and 4 are a plan view and a vertical sectional view of the towing guide frame of the above embodiment, and Figs. 5 and 6 are also equipped with guide holes. A longitudinal cross-sectional view, a plan view, and FIG. 7 of the guide plate and its support mechanism are explanatory diagrams of the prior art. 10... Guide plate with guiding holes, 11... Towing guide frame, 12... Traction horizontal frame, 20... Guide plate support mechanism.

Claims (1)

【実用新案登録請求の範囲】 プレテンシヨン・ベンチ上の、コンクリート成
形型枠に通したPC鋼線を緊張させるため、ベン
チ端部に取付ける緊張装置において、 型枠端板の外方、ベンチ上に相前後して並び立
つ複数枚の板材であつて、型枠上部から出た各
PC鋼線を各板材の貫通孔へ通すことにより、順
次下向き屈折させて、ベンチ上面近くへ向けるよ
うにした導孔つき案内板とその支持機構と、 ベンチ端部上面に伏せて固定した長方形のへん
平鋼枠であつて、 ベンチ中心線に沿う両側縦材の対向面は横溝に
なつているけん引案内枠と、 上記貫通孔を経たPC鋼線それぞれの定着穴を
もち、上記両側横溝に両端を入れて、PC鋼線緊
張方向へ平行移動可能なけん引用横枠とを備え、 上記案内枠の型枠寄り横材と上記けん引用横枠
との間に、ジヤツキを入れる空間を有することを
特徴とするPC鋼線緊張装置。
[Scope of Claim for Utility Model Registration] In a tensioning device installed at the end of a pretension bench to tension a prestressed steel wire passed through a concrete forming form, Multiple plates lined up one after the other, each extending from the top of the formwork.
A guide plate with a guide hole and its support mechanism, in which the PC steel wire is passed through the through hole of each plate material, bent downward one by one and directed near the top of the bench, and a rectangular guide plate fixed face down on the top of the end of the bench. It is a flat steel frame, and the opposing surfaces of the vertical members on both sides along the center line of the bench have a traction guide frame with horizontal grooves, and fixing holes for the PC steel wires that passed through the above-mentioned through holes, and both ends are attached to the above-mentioned horizontal grooves on both sides. and a traction horizontal frame that can be moved in parallel in the tension direction of the PC steel wire, and a space for inserting a jack between the formwork side cross member of the guide frame and the traction horizontal frame. Features: PC steel wire tensioning device.
JP10939886U 1986-07-18 1986-07-18 Expired JPH0244966Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10939886U JPH0244966Y2 (en) 1986-07-18 1986-07-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10939886U JPH0244966Y2 (en) 1986-07-18 1986-07-18

Publications (2)

Publication Number Publication Date
JPS6316105U JPS6316105U (en) 1988-02-02
JPH0244966Y2 true JPH0244966Y2 (en) 1990-11-29

Family

ID=30987459

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10939886U Expired JPH0244966Y2 (en) 1986-07-18 1986-07-18

Country Status (1)

Country Link
JP (1) JPH0244966Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3129314B1 (en) * 2021-11-25 2023-11-10 Kp1 Adapter for armature tensioning device, associated device and method

Also Published As

Publication number Publication date
JPS6316105U (en) 1988-02-02

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