JPS6315492Y2 - - Google Patents

Info

Publication number
JPS6315492Y2
JPS6315492Y2 JP16204483U JP16204483U JPS6315492Y2 JP S6315492 Y2 JPS6315492 Y2 JP S6315492Y2 JP 16204483 U JP16204483 U JP 16204483U JP 16204483 U JP16204483 U JP 16204483U JP S6315492 Y2 JPS6315492 Y2 JP S6315492Y2
Authority
JP
Japan
Prior art keywords
concrete
joint tool
press working
shaped
end side
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
JP16204483U
Other languages
Japanese (ja)
Other versions
JPS6070137U (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 JP16204483U priority Critical patent/JPS6070137U/en
Publication of JPS6070137U publication Critical patent/JPS6070137U/en
Application granted granted Critical
Publication of JPS6315492Y2 publication Critical patent/JPS6315492Y2/ja
Granted legal-status Critical Current

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  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 本考案は、一端側に相隣るコンクリート型枠の
重合接当面間に挿入して離脱可能に係止固定され
る係止部を有する扁平帯板状部材の他端側にロツ
ド状セパレータバー端部との螺合接続部を有する
コンクリートセパレータ用ジヨイント具に関し、
その目的は相対向する組立型枠間の距離、即ち、
作製すべきコンクリート品の肉厚に対応しての長
さ調整が自在なものを製作コスト面で非常に有利
な状態に提供する点にある。
[Detailed description of the invention] The present invention is a flat strip-shaped member having a locking part on one end that is inserted between the overlapping abutting surfaces of adjacent concrete formwork and releasably locked and fixed on the other end. Regarding a joint tool for a concrete separator having a threaded connection part with a rod-shaped separator bar end on the side,
Its purpose is to determine the distance between opposing assembly formworks, i.e.
The object of the present invention is to provide a concrete product whose length can be freely adjusted according to the wall thickness of the concrete product to be manufactured, and which is very advantageous in terms of manufacturing cost.

詳述すると、ロツド状セパレータバーを使用し
てコンクリートセパレータを構成するためのジヨ
イント具として従来一般には、前記扁平板状部材
の他端側に、その扁平帯板状部材とは別体製作さ
れた筒状雌ねじ部材を溶接にて固着して構成して
いたが、これによる場合は製品部品が二つであ
り、かつ溶接作業も要することから製作コストが
非常に高く付くばかりでなく、溶接時の熱歪や溶
接不良等によつて製品歩留りが悪化し、それが一
層コストの上昇に拍車をかけるといつた欠点があ
つた。
To be more specific, in the past, as a joint tool for constructing a concrete separator using a rod-shaped separator bar, a joint tool was generally manufactured on the other end side of the flat plate-shaped member separately from the flat strip-shaped member. It was constructed by fixing a cylindrical female screw member by welding, but in this case, there are two product parts and welding work is required, which not only increases the production cost, but also reduces the cost during welding. The drawback was that product yields deteriorated due to thermal distortion and poor welding, which further accelerated the rise in costs.

かかる実情に鑑みて案出された本考案に係るコ
ンクリートセパレータ用ジヨイント具は、一端側
に相隣るコンクリート型枠の重合接当面間に挿入
して離脱可能に係止固定される係止部を有する扁
平帯板状部材の他端側に、プレス加工によつてそ
の長手方向に沿つた少なくとも二箇所に前記帯板
状部材の表裏方向で互いに逆向きに開口する半割
筒状部を打出し形成し、これら半割筒状部の内周
面にはロツド状セパレータバーの端部に形成の雄
ねじ部を螺合接続自在な雌ねじ部を形成してある
という構成を有し、次のような作用効果を期待す
ることができるに至つた。
The joint tool for concrete separators according to the present invention, which was devised in view of the above circumstances, has a locking part that is inserted between the overlapping abutment surfaces of adjacent concrete formworks on one end side and is removably locked and fixed. On the other end side of the flat strip-shaped member, half cylindrical parts are punched out at least two places along the longitudinal direction of the flat strip-shaped member by press working and open in opposite directions in the front and back directions of the strip-shaped member. The inner peripheral surface of these half-cylindrical parts is formed with a female threaded part that can be freely screwed into the male threaded part formed at the end of the rod-shaped separator bar, and has the following structure. We have come to the point where we can expect some effects.

つまり、ロツド状セパレータバーの端部雄ねじ
部を螺合接続してコンクリートセパレータ全体の
長さを作製すべきコンクリート品の肉厚に対応し
て自在調整とするための雌ねじ部形成用筒状部
を、係止部を有する扁平帯板状部材に対するプレ
ス加工によつて打出し形成するものであるから、
製造部品が一つで済み、また溶接は全く不要でプ
レス加工といつた精度の高い機械加工にて製作す
ることができるから、製作コストを非常に低減化
し得るのはもとより、製品歩留りも良く、全体と
して製品コストの著しい低下を達成できるに至つ
た。
In other words, a cylindrical part for forming a female thread part is formed by screwing together the male thread part of the end of the rod-shaped separator bar so that the entire length of the concrete separator can be freely adjusted according to the wall thickness of the concrete product to be manufactured. , because it is stamped and formed by press working on a flat strip-shaped member having a locking part,
Only one manufacturing part is required, and there is no need for welding at all, and it can be manufactured using high-precision machining such as press working, which not only greatly reduces manufacturing costs, but also improves product yield. Overall, we have been able to achieve a significant reduction in product costs.

以下本考案の実施例を図面に基づいて詳述す
る。
Embodiments of the present invention will be described in detail below based on the drawings.

第1図乃至第3図において2は鋼製等の扁平帯
板状部材であり、その一端側には相隣るコンクリ
ート型枠10,10の重合接当面間に挿入して第
5図に示すようにU字形状のピン12を介して離
脱可能に係止固定されるピン孔1A付きの係止部
1が形成されているとともに、他端側にはその長
手方向に沿つて適当間隔を隔てた三箇所に、その
中間に位置するものと両側に位置すするものとが
前記帯板状部材2の表裏方向で互いに逆向きに開
口する半割筒状部3A,3B,3Bをプレス加工
をもつて打出し形成し、これら半割筒状部3A,
3B,3Bの内周面には、第4図で明示の如くそ
れらのプレス加工時に同時に、ロツド状セパレー
タバー11の端部に形成の雄ねじ部11Aを螺合
接続自在な雌ねじ部3a,3b,3bが形成され
ている。なお、前記帯板状部材2の中間箇所には
コンクリート打設後においてコンクリート物表面
から突出する前記係止部1を切離すための多数の
小孔群4及び長さ調整時にロツド状セパレータバ
ー11端部の移動を許容する切欠孔5が形成され
ている。
In FIGS. 1 to 3, 2 is a flat strip-shaped member made of steel or the like, and one end thereof is inserted between the overlapping contact surfaces of adjacent concrete formworks 10, 10, as shown in FIG. A locking part 1 with a pin hole 1A that is removably locked and fixed via a U-shaped pin 12 is formed on the other end side at appropriate intervals along the longitudinal direction. At three locations, half cylindrical portions 3A, 3B, and 3B are press-worked, with the intermediate portion and the portions located on both sides opening in opposite directions in the front and back directions of the strip member 2. These half cylindrical parts 3A,
As clearly shown in FIG. 4, the inner circumferential surfaces of 3B and 3B are provided with female threaded parts 3a, 3b, which can be screwed into the male threaded part 11A formed at the end of the rod-shaped separator bar 11 at the same time when they are pressed. 3b is formed. Incidentally, in the middle part of the strip member 2, there are a large number of small hole groups 4 for separating the locking part 1 protruding from the surface of the concrete object after concrete placement, and a rod-shaped separator bar 11 for adjusting the length. A notch hole 5 is formed to allow movement of the end portion.

上記構成のジヨイント具Jは第5図で示すよう
に相対向する組立型枠10,10各々の相隣るコ
ンクリート型枠10,10の重合接当面間に係止
部1を挿入しピン12を介して係止固定すること
により、各組立型枠10,10に内方に向かつて
突出する状態に保持させる。このようにして保持
された一対のジヨイント具J,J夫々の雌ねじ部
3a,3b,3bに、両端の雄ねじ部11A,1
1Aを螺合接続させる状態でロツド状セパレータ
バー11を架け渡し、もつて、組立型枠10,1
0間に打設されるコンクリートの側圧荷重に抗し
て両組立型枠10,10を牽引支持させるべく用
いられるものである。
As shown in FIG. 5, the joint tool J having the above structure inserts the locking part 1 between the overlapping abutting surfaces of the adjacent concrete formworks 10, 10 of the opposing assembly formworks 10, 10, and then inserts the pin 12. By locking and fixing the molds 10, 10, the molds 10 and 10 are held inwardly protruding from each other. The female threaded portions 3a, 3b, 3b of the pair of joint tools J, J held in this way are attached to the male threaded portions 11A, 1 at both ends.
1A are screwed together, the rod-shaped separator bar 11 is spanned, and the assembly forms 10, 1 are assembled.
This is used to pull and support both assembly formworks 10, 10 against the lateral pressure load of the concrete poured between the two.

以下別の実施例について説明する。 Another embodiment will be described below.

(1) 前記半割筒状部3A,3B,3B内周面に対
する雌ねじ部3a,3b,3b形成手段として
タツピングを行なうも良い。
(1) Tapping may be used as a means for forming the internal threads 3a, 3b, 3b on the inner circumferential surfaces of the halved cylindrical portions 3A, 3B, 3B.

(2) 前記半割筒状部3A,3B,3Bの筒軸芯方
向長さは全て等しくても、中間部に位置する筒
状部3Aが両側に位置する二つの筒状部3B,
3Bの合計長さと等しい又はほぼ等しい長さで
あつても良い。また半割筒状部の数は4個以上
であつても良い。
(2) Even if the lengths in the cylinder axis direction of the half-split cylindrical parts 3A, 3B, and 3B are all equal, the cylindrical part 3A located in the middle part is the two cylindrical parts 3B located on both sides,
The length may be equal to or approximately equal to the total length of 3B. Further, the number of half-tubular parts may be four or more.

(3) 前記切欠孔5に相当する箇所を第6図で示す
ように、プレス加工時に同時に半円状に凹曲形
成しても良く、この場合はジヨイント具全体の
補強効果がある。
(3) As shown in FIG. 6, the portion corresponding to the notch hole 5 may be formed into a semicircular concave shape at the same time during press working, and in this case, there is a reinforcing effect on the entire joint tool.

(4) 第7図及び第8図で示すように前記切欠孔5
の係止部1側寄りの側縁に、コンクリート物表
面から突出する係止部1を切離し除去するため
の凹部形成用の截頭円錐状部材12の位置決め
用ストツパー6を打出し形成するも良い。
(4) As shown in FIGS. 7 and 8, the notch hole 5
A stopper 6 for positioning a truncated conical member 12 for forming a recess for separating and removing the locking part 1 protruding from the surface of the concrete object may be formed by punching on the side edge of the concrete object closer to the locking part 1. .

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

第1図は平面図、第2図は側面図、第3図は正
面図、第4図は第1図−線での拡大縦断側面
図、第5図は使用状態を示す縦断側面図、第6図
乃至第8図は別の実施例を示し、第6図は要部の
拡大縦断正面図、第7図は平面図、第8図は第7
図のものの側面図である。 1……係止部、2……扁平帯板状部材、3A,
3B……半割筒状部、3a,3b……雌ねじ部、
10……コンクリート型枠、11……ロツド状セ
パレータバー、11A……雄ねじ部。
Fig. 1 is a plan view, Fig. 2 is a side view, Fig. 3 is a front view, Fig. 4 is an enlarged longitudinal sectional side view along the line of Fig. 1, Fig. 5 is a longitudinal sectional side view showing the state of use, 6 to 8 show another embodiment, FIG. 6 is an enlarged longitudinal sectional front view of the main part, FIG. 7 is a plan view, and FIG.
FIG. 3 is a side view of the one shown in FIG. 1...Locking portion, 2...Flat strip member, 3A,
3B...half cylindrical part, 3a, 3b...female threaded part,
10... Concrete formwork, 11... Rod-shaped separator bar, 11A... Male threaded part.

Claims (1)

【実用新案登録請求の範囲】 一端側に相隣るコンクリート型枠10,10
の重合接当面間に挿入して離脱可能に係止固定
される係止部1を有する扁平帯板状部材2の他
端側に、プレス加工によつてその長手方向に沿
つた少なくとも二箇所に前記帯板状部材2の表
裏方向で互いに逆向きに開口する半割筒状部3
A,3Bを打出し形成し、これら半割筒状部3
A,3Bの内周面にはロツド状セパレータバー
11の端部に形成の雄ねじ部11Aを螺合接続
自在な雌ねじ部3a,3bを形成してあるコン
クリートセパレータ用ジヨイント具。 前記雌ねじ部3a,3bが前記半割筒状部3
A,3Bのプレス加工時に同時に形成されたも
のである実用新案登録請求の範囲第項に記載
のコンクリートセパレータ用ジヨイント具。
[Scope of claim for utility model registration] Concrete forms 10, 10 adjacent to each other on one end side
The other end side of the flat strip-shaped member 2 having the locking part 1 which is inserted between the overlapping abutment surfaces and removably locked and fixed thereon is formed by press working at at least two locations along the longitudinal direction thereof. Half cylindrical portions 3 that open in opposite directions in the front and back directions of the strip member 2
A and 3B are stamped and formed, and these half cylindrical parts 3
A joint tool for a concrete separator in which female threaded parts 3a and 3b are formed on the inner circumferential surfaces of A and 3B to which a male threaded part 11A formed at the end of a rod-shaped separator bar 11 can be screwed and connected. The female threaded portions 3a and 3b are the half-tubular portion 3.
The concrete separator joint tool according to claim 1, which is formed simultaneously during the press working of A and 3B.
JP16204483U 1983-10-21 1983-10-21 Joint tool for concrete separator Granted JPS6070137U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16204483U JPS6070137U (en) 1983-10-21 1983-10-21 Joint tool for concrete separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16204483U JPS6070137U (en) 1983-10-21 1983-10-21 Joint tool for concrete separator

Publications (2)

Publication Number Publication Date
JPS6070137U JPS6070137U (en) 1985-05-17
JPS6315492Y2 true JPS6315492Y2 (en) 1988-04-30

Family

ID=30355952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16204483U Granted JPS6070137U (en) 1983-10-21 1983-10-21 Joint tool for concrete separator

Country Status (1)

Country Link
JP (1) JPS6070137U (en)

Also Published As

Publication number Publication date
JPS6070137U (en) 1985-05-17

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