JPH0521598Y2 - - Google Patents

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Publication number
JPH0521598Y2
JPH0521598Y2 JP13903087U JP13903087U JPH0521598Y2 JP H0521598 Y2 JPH0521598 Y2 JP H0521598Y2 JP 13903087 U JP13903087 U JP 13903087U JP 13903087 U JP13903087 U JP 13903087U JP H0521598 Y2 JPH0521598 Y2 JP H0521598Y2
Authority
JP
Japan
Prior art keywords
form support
support pin
clamp
pin
hole
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
Application number
JP13903087U
Other languages
Japanese (ja)
Other versions
JPS6442399U (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 JP13903087U priority Critical patent/JPH0521598Y2/ja
Publication of JPS6442399U publication Critical patent/JPS6442399U/ja
Application granted granted Critical
Publication of JPH0521598Y2 publication Critical patent/JPH0521598Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime 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〕 本考案はフオーム側に固定されたボスとフオー
ム支持ピンを任意の位置で固定するトンネル二次
巻用型枠のフオーム支持ピンクランプ装置に関す
る。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a form support pin clamp device for a tunnel secondary winding formwork, which fixes a boss fixed to the form side and a form support pin at an arbitrary position.

〔従来技術〕[Prior art]

従来、この種のフオーム支持ピンクランプ装置
Sは第1乃至第5図に示すように、ピン本体Pに
多数の係止孔Hを直角方向に穿設し、ネジ孔Nを
中心に穿設した座金DをスキンプレートFに固着
し、このネジ孔Nに螺合する調整用ボスBの中心
に前記ピン本体Pが嵌入する係合孔Aを設け、こ
の調整用ボスBの上部に前記係止孔Hとほぼ同径
の係止孔Kを貫通して設け、前記座金Dに螺入し
た調整用ボスBの係合孔Aに嵌入させたピン本体
Pの所望の位置の係止孔Hの一つとボスBの係止
孔Kと一致させ連結ピンRを挿入しておおよその
位置をきめ、次に調整用ボスBを回転して微調整
をしていた。しかしこれでは、ネジにコンクリー
トが固着したり、フオーム支持ピンの連結ピンの
入る係止孔に詰まつたコンクリートを除去する作
業がコンクリート打設後必要である。又支持ピン
には自重、側圧、浮力等の荷重が働き、その場合
ネジを回転させるのに大きなトルクを必要とする
欠点があつた。
Conventionally, this type of form support pin clamp device S has a pin body P with a large number of locking holes H perpendicularly drilled in the pin body P, with screw holes N being the center. A washer D is fixed to the skin plate F, and an engagement hole A into which the pin body P is fitted is provided in the center of an adjustment boss B that is screwed into this screw hole N, and the locking hole A is provided in the center of the adjustment boss B that is screwed into this screw hole N. A locking hole K having approximately the same diameter as the hole H is provided through the locking hole H at a desired position of the pin body P which is fitted into the locking hole A of the adjustment boss B screwed into the washer D. The approximate position was determined by inserting the connecting pin R by aligning one with the locking hole K of the boss B, and then finely adjusting the position by rotating the adjustment boss B. However, with this method, it is necessary to remove concrete that is stuck to the screws or that is clogged in the locking hole where the connecting pin of the form support pin is inserted after concrete is poured. In addition, loads such as own weight, lateral pressure, and buoyancy act on the support pin, and in this case, there is a drawback that a large torque is required to rotate the screw.

なお、図中、Cは吊上げ油圧シリンダー、Gは
ガントリー、Iはインバートフオーム、Rはラン
ウエイ、Tはインバートトロリー装置、Wはイン
バートフオーム巻上装置、PSはペンダントスイ
ツチ、SCはステコン、SEはセグメント、SFはサ
イドフオームを示す。
In the diagram, C is the lifting hydraulic cylinder, G is the gantry, I is the invert form, R is the runway, T is the invert trolley device, W is the invert form hoisting device, PS is the pendant switch, SC is the steering control, and SE is the segment. , SF indicates side form.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

上述の従来の構造では、ネジ部に付着したコン
クリートが固結したり、フオーム支持ピンの連結
ピンの嵌入する係止孔に詰まつたコンクリートの
除去および掃除という厄介な作業がコンクリート
打設後に必要であり、また荷重が働くとネジを緩
めるのに大きいトルクを必要とするなど、多くの
欠点を抱えていた。
In the conventional structure described above, the concrete adhering to the threaded part may harden, or the troublesome work of removing and cleaning the concrete stuck in the locking hole where the connecting pin of the form support pin fits is required after concrete is poured. It also had many drawbacks, such as requiring a large amount of torque to loosen the screw when a load was applied.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は上記の問題点を解決するため、型枠の
スキンプレートの内側の所望の位置に穿設した通
とほぼ同心にフオーム支持ピンの挿孔を中心に穿
設し、頭部に係合溝を設けたボスを固着し、この
係合溝に係合する係合突縁およびフオーム支持ピ
ンを締めつける半径の締付突縁を挟止片に形成し
たクランプによりフオーム支持ピンを任意の位置
で締付、解除自在にし、クランプとフオーム支持
ピンとを外れ止めチエーンにより連結したもので
ある。
In order to solve the above-mentioned problems, the present invention has been developed by drilling a hole for a form support pin at a desired position on the inside of the formwork skin plate, centering the hole in the hole, and engaging the head of the form support pin. A boss with a groove is fixed, and the form support pin can be held at any position using a clamp in which a clamping piece has an engaging protrusion that engages with the engagement groove and a tightening protrusion with a radius that tightens the form support pin. It can be tightened and released freely, and the clamp and form support pin are connected by a locking chain.

〔作用〕[Effect]

本考案の作用を説明すると、テレスコピツク円
形スチールフオームのスキンプレートの所望位置
の内面に固着されたボスの中心に穿設された通孔
にフオーム支持ピンを内側より挿入し、フオーム
支持ピンのスキンプレートから突出した長さが所
望の打設コンクリートの厚さと等しい位置で、予
めボスの係合溝に係合突縁を係合させておいたク
ランプの先端部の締付ボルトに螺入したナツトを
廻して締付けると、クランプの内側の挟止片の締
付突縁の内周面でフオーム支持ピンを強く挟みつ
けるので、フオーム支持ピンはその位置で固定さ
れる。フオーム支持ピンの先端が捨てコン面に当
節しているので、フオームのスキンプレートの外
面と捨てコンの内面との距離が所望のコンクリー
トの厚さと等しい打設間〓をもつてフオームがセ
ツトされる。全ての位置のフオーム支持ピンを同
様にして調整し、全てのフオームをセツトした
ら、コンクリートを打設しながら、順次にクラン
プを緩めてフオーム支持ピンをメクラピンと差し
替えてコンクリートの養生に入り、固結を待つ。
To explain the operation of the present invention, a form support pin is inserted from the inside into a hole drilled in the center of a boss fixed to the inner surface of a desired position of the skin plate of a telescopic circular steel form, and the form support pin is inserted into the skin plate of the form support pin. At a position where the protruding length is equal to the desired thickness of the concrete to be poured, insert the nut screwed into the tightening bolt at the tip of the clamp whose engaging protrusion has been engaged with the engaging groove of the boss in advance. When it is turned and tightened, the form support pin is strongly pinched by the inner peripheral surface of the tightening protrusion of the clamping piece inside the clamp, so that the form support pin is fixed in that position. Since the tip of the form support pin is in contact with the concrete surface, the form can be set with a distance between the outer surface of the skin plate of the form and the inner surface of the concrete that is equal to the desired concrete thickness. Ru. After adjusting the form support pins at all positions in the same way and setting all forms, while pouring concrete, loosen the clamps one by one and replace the form support pins with blank pins to allow the concrete to cure and harden. wait.

コンクリートが固結したら、締付ボルトのナツ
トを緩めてボスからメクラピンを抜き取り、脱型
する。
Once the concrete has solidified, loosen the nuts on the tightening bolts, remove the blank pins from the bosses, and remove the mold.

フオーム支持ピンは外れ止めチエーンによりク
ランプと連結されているので、落下の恐れはな
い。
Since the form support pin is connected to the clamp by a locking chain, there is no danger of it falling.

〔実施例〕〔Example〕

本考案の実施例を図に基づいて説明すると、第
6図および第7図に示すように、フオーム支持ピ
ンクランプ装置1はスキンプレートFの所望の位
置に穿設した通孔Mと同心に、内面にボス2を固
着し、ボス2の中心に穿設した挿孔3と前記通孔
Mとをほぼ同径とし、この挿孔3の内径をフオー
ム支持ピン4が摺動自在に挿入する径とし、前記
ボス2の頚部の外周に係合溝5を削設し、このボ
ス2を外側より締付けるクランプ6は基部7で頭
付ピン8により開閉自在に軸着した2個の挟止片
9,10の先端部11の通孔12,13に締付ボ
ルト14を挿通してナツト15で締付、解除自在
とし、挟止片9,10の外側(スキンプレートに
近い側)に前記ボス2の係合溝5と係合する係合
突縁16,17を形成し、内側には前記フオーム
支持ピン4の外径より僅かに小径の半径をもつた
締付突縁18,19を形成する。前記フオーム支
持ピン4の長さは打設コンクリートの厚さとボス
およびクランプの厚さより長くし基端20に形成
した係止フツク21とクランプ6の一方の挟止片
9の一部に形成した係止フツク22との間を外れ
止めチエーン23で連結する。
An embodiment of the present invention will be described based on the drawings. As shown in FIGS. 6 and 7, the form support pin clamp device 1 is arranged concentrically with a through hole M formed at a desired position in the skin plate F. A boss 2 is fixed to the inner surface, and the insertion hole 3 bored at the center of the boss 2 and the through hole M are made approximately the same diameter, and the inner diameter of the insertion hole 3 is a diameter into which the form support pin 4 is slidably inserted. An engaging groove 5 is cut on the outer periphery of the neck of the boss 2, and a clamp 6 for tightening the boss 2 from the outside has two clamping pieces 9 pivotably attached to the base 7 by a headed pin 8. A tightening bolt 14 is inserted into the through holes 12 and 13 of the tip portion 11 of each of the screws 10, and can be tightened and released with a nut 15. Engagement protrusions 16 and 17 that engage with the engagement groove 5 are formed, and tightening protrusions 18 and 19 having a radius slightly smaller than the outer diameter of the form support pin 4 are formed on the inner side. . The length of the form support pin 4 is longer than the thickness of the poured concrete and the thickness of the boss and the clamp. The locking hook 22 is connected with a locking chain 23.

第8図に示すものは、コンクリート打設中また
は打設直後にフオーム支持ピン4を鍔24を有す
るメクラピン25と差し替えてスキンプレートF
に穿設された通孔Mからのコンクリートの漏出を
防止するものである。
In the case shown in FIG. 8, the form support pin 4 is replaced with a blind pin 25 having a flange 24 during or immediately after concrete pouring, and a skin plate F is formed.
This prevents concrete from leaking from the through hole M drilled in the hole M.

〔考案の効果〕[Effect of idea]

本考案はネジ部がないため、ネジ部にコンクリ
ートが固着したり、連結ピンの挿孔がないので、
挿孔にコンクリートが詰まつたりして、打設後の
これらのコンクリートの除去作業や掃除などが不
要のため、作業効率が高く、特に荷重が掛かつた
状態でも、ボスとフオーム支持ピンとの連結を容
易に解くことができる効果は極めて大きい。また
メンテナンスも非常に簡単という利点も大きい。
Since this invention does not have a threaded part, concrete will not stick to the threaded part, and there is no hole for connecting pins.
There is no need to remove or clean up the concrete after pouring when the insertion hole is clogged with concrete, so work efficiency is high, and the connection between the boss and the form support pin is easy to maintain, especially when a load is applied. The effect of being able to easily solve the problem is extremely large. It also has the great advantage of being extremely easy to maintain.

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

第1図は本考案を試行するテレスコピツク型枠
の略線側面断面図、第2図は同、平面断面図、第
3図は従来の支持ピンを使用したテレスコピツク
型枠の拡大断面図、第4図は従来技術のフオーム
支持ピン装置の分解正面図、第5図は同、組付正
面図、第6図は本考案のフオーム支持ピンクラン
プ装置の正面図、第7図は同、平面図、第8図は
メクラピンと差し替えたときの組付正面図であ
る。 主要部分の符号の説明、1……フオーム支持ピ
ンクランプ装置、2……ボス、3……挿孔、4…
…フオーム支持ピン、5……係合溝、6……クラ
ンプ、8……頭付ピン、9……挟止片、10……
挟止片、14……締付ボルト、15……ナツト、
16……係合突縁、17……係合突縁、18……
締付突縁、19……締付突縁、23……外れ止め
チエーン、F……スキンプレート、M……通孔。
Fig. 1 is a schematic side sectional view of a telescopic formwork in which the present invention is tried, Fig. 2 is a plan sectional view of the same, Fig. 3 is an enlarged sectional view of a telescopic formwork using conventional support pins, and Fig. 4 is an enlarged sectional view of a telescopic formwork using conventional support pins. The figure is an exploded front view of the form support pin device of the prior art, FIG. 5 is an assembled front view of the same, FIG. 6 is a front view of the form support pin clamp device of the present invention, and FIG. FIG. 8 is an assembled front view when the blind pin is replaced. Explanation of symbols of main parts, 1... Form support pin clamp device, 2... Boss, 3... Hole insertion, 4...
... Form support pin, 5 ... Engagement groove, 6 ... Clamp, 8 ... Head pin, 9 ... Clamping piece, 10 ...
Clamping piece, 14... Tightening bolt, 15... Nut,
16... Engaging ridge, 17... Engaging ridge, 18...
Tightening ridge, 19... Tightening ridge, 23... Locking chain, F... Skin plate, M... Through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 型枠のスキンプレートの内側の所要個所に、フ
オーム支持ピンが摺動自在に嵌入する挿孔を中心
に穿設したボスを、スキンプレートに穿設した前
記挿孔と同径の通孔とほぼ同心に固着し、このボ
スの頚部の外周に係合溝を設け、基部で頭付ピン
により軸着された開閉自在のクランプの先端部を
締付ボルトおよびナツトにより緊締、解除自在と
し、前記クランプの挟止片の外側に前記係合溝に
係合する係合突縁を形成し、内側に前記フオーム
支持ピンの外径より僅かに小径の半径の締付突縁
を設け、フオーム支持ピンの外れ止めチエーンの
係止フツクを設けてなるトンネル二次巻用型枠の
フオーム支持ピンクランプ装置。
Bosses are drilled at required locations on the inside of the skin plate of the formwork, centering on the insertion holes into which the form support pins are slidably inserted. The clamp is fixed concentrically and has an engagement groove on the outer periphery of the neck of this boss, and the tip of the clamp, which can be opened and closed and is pivoted at the base by a headed pin, can be tightened and released with a tightening bolt and nut. An engagement protrusion that engages with the engagement groove is formed on the outside of the clamping piece, and a tightening protrusion with a radius slightly smaller than the outside diameter of the form support pin is provided on the inside, and the form support pin is A form support pin clamp device for a tunnel secondary winding formwork, which is provided with a locking hook for a locking chain.
JP13903087U 1987-09-10 1987-09-10 Expired - Lifetime JPH0521598Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13903087U JPH0521598Y2 (en) 1987-09-10 1987-09-10

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13903087U JPH0521598Y2 (en) 1987-09-10 1987-09-10

Publications (2)

Publication Number Publication Date
JPS6442399U JPS6442399U (en) 1989-03-14
JPH0521598Y2 true JPH0521598Y2 (en) 1993-06-02

Family

ID=31401910

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13903087U Expired - Lifetime JPH0521598Y2 (en) 1987-09-10 1987-09-10

Country Status (1)

Country Link
JP (1) JPH0521598Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015209669A (en) * 2014-04-25 2015-11-24 前田建設工業株式会社 Supporting tool of pulling-out vibrator for use in tunnel lining construction

Also Published As

Publication number Publication date
JPS6442399U (en) 1989-03-14

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