JPS639737Y2 - - Google Patents
Info
- Publication number
- JPS639737Y2 JPS639737Y2 JP10289783U JP10289783U JPS639737Y2 JP S639737 Y2 JPS639737 Y2 JP S639737Y2 JP 10289783 U JP10289783 U JP 10289783U JP 10289783 U JP10289783 U JP 10289783U JP S639737 Y2 JPS639737 Y2 JP S639737Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- hole
- formwork
- pin
- concrete separator
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 17
- 238000003780 insertion Methods 0.000 claims description 14
- 230000037431 insertion Effects 0.000 claims description 14
- 230000002093 peripheral effect Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
本考案は、型枠内面に密着接当可能な開口周縁
とコンクリートセパレータの端部差込孔を有する
中空状殻体内に、少なくとも1つの軸芯周りに揺
動自在な状態でコンクリートセパレータ接続用雌
ねじ部材を枢支保持するとともに、この雌ねじ部
材の雌ねじ孔両側の軸部に、一端に型枠との連結
用ピン孔を有する帯板部材の他端部を巻付けて折
返し、かつその折返し重合板部分同志をピンを介
して止付けることにより、前記帯板部材を前記軸
部に枢支連結してあるコンクリートセパレータ端
部処理部材に関する。[Detailed description of the invention] The present invention has a hollow shell that has an opening periphery that can be brought into close contact with the inner surface of the formwork and an insertion hole at the end of the concrete separator, and is provided with a hollow shell that can swing around at least one axis. In this state, the female threaded member for connecting the concrete separator is pivotally held, and the other end of the band plate member having a pin hole for connection with the formwork at one end is wrapped around the shaft portion on both sides of the female threaded hole of this female threaded member. The present invention relates to a concrete separator end treatment member in which the band plate member is pivotally connected to the shaft portion by folding and fixing the folded and overlapping plate portions to each other via pins.
この種のコンクリートセパレータ端部処理部材
は、脱型状態において打設形成されたコンクリー
ト躯体の表面から外部へ突出することになるセパ
レーター端部の型枠への取付用板部材を、コンク
リート躯体表面よりも内部において切り放し、か
つその切断端面をあとから充填するモルタルなど
防錆材によつて完全被覆できるような凹部を躯体
表面に形成させるべく使用されるもので、特に上
記構成のものは、コンクリート躯体の表裏面を互
いに非平行な状態に形成する場合において互いに
傾斜姿勢で対向する型枠同志の牽引支持に有効に
用いることができるようになつている。 This type of concrete separator end treatment member is a plate member for attaching the separator end to the formwork that protrudes outside from the surface of the cast concrete body in the demolded state, from the surface of the concrete body. It is used to form a recess on the surface of a concrete structure that can be completely covered with a rust-preventing material such as mortar, which is cut inside and the cut end is later filled with mortar or other anti-rust material. In the case where the front and back surfaces of the molds are formed to be non-parallel to each other, it can be effectively used to pull and support formworks facing each other in an inclined posture.
而して、頭記構成のものにおいて、前記重合板
部分同志をピンを介して止付けられる帯板部材は
ピン挿通孔の形成により、前記ピン挿通孔を含む
断面部分の実質断面積が減少することと、切欠効
果による応力集中との相乗によつて打設コンクリ
ートの側圧に対する耐引張強度は可成り低下し、
そこからの破断を生じ易い。このような状況下で
かかる処理部材に、コンクリートセパレータの有
する耐引張強度に匹敵する引張強度をもたせるに
は、前記帯板部材の板厚を相当に厚くする必要が
あるが、この場合には前記帯板部材が隣接型枠間
に挾まれるものであるから、隣接型枠間に生じる
隙間が大きくなり、その隙間から打設コンクリー
トの一部1bが漏れ出るという欠点を招く。 Accordingly, in the configuration described above, in the band plate member to which the overlapping plate portions are fastened to each other via pins, the substantial cross-sectional area of the cross-sectional portion including the pin insertion hole is reduced due to the formation of the pin insertion hole. Due to the combination of this and the stress concentration due to the notch effect, the tensile strength of the poured concrete against lateral pressure decreases considerably.
Breakage is likely to occur from there. Under these circumstances, in order to give the treated member a tensile strength comparable to that of the concrete separator, it is necessary to increase the thickness of the strip member considerably. Since the strip member is sandwiched between adjacent formworks, the gap between the adjacent formworks becomes large, leading to the disadvantage that part of the poured concrete 1b leaks from the gap.
本考案は、かかる実情に鑑みて、簡単な加工手
段をもつて、前記帯板部材を出来るだけ薄板なも
のに構成し乍な、前記したピン挿通孔部分での耐
引張強度が十分なものを提供する点に目的があ
る。 In view of the above circumstances, the present invention uses simple processing means to construct the band plate member as thin as possible, while having sufficient tensile strength at the pin insertion hole portion. There is a purpose in what you offer.
上記目的を達成すべくなされた本考案に係るコ
ンクリートセパレータ端部処理部材の特徴構成
は、前記帯板部材の前記折返し重合板部分の少な
くとも一方のピン挿通孔をバーリング加工してあ
る点にある。 A characteristic configuration of the concrete separator end treatment member according to the present invention, which has been made to achieve the above object, resides in that at least one pin insertion hole in the folded overlapping plate portion of the strip member is burred.
このような特徴構成を有する本考案の作用効果
は次の通りである。 The effects of the present invention having such a characteristic configuration are as follows.
つまり、前記ピン挿通孔にバーリング加工を施
すことによつて、前記帯板部材を薄板のものに押
え乍ら、耐引張強度の低下を来す前記ピン挿通孔
の肉厚を実質的に増大させることが可能となり、
従つて、薄板構造の採用によりコンクリートの型
枠外への漏れ出し防止を確実、良好なものとし乍
らも耐引張強度の増大化を図るという互いに相反
する事項を簡単な加工を加えるだけで、一挙に解
決するに至つた。 That is, by performing burring on the pin insertion hole, the wall thickness of the pin insertion hole, which causes a decrease in tensile strength, can be substantially increased while keeping the band plate member as a thin plate. It becomes possible to
Therefore, by adopting a thin plate structure, the mutually contradictory issues of ensuring good prevention of leakage of concrete outside the formwork and increasing tensile strength can be achieved all at once by adding a simple process. I came to the solution.
以下、本考案の実施例を図面に基づいて説明す
る。 Hereinafter, embodiments of the present invention will be described based on the drawings.
第1図はコンクリートセパレータ端部処理部材
Aの施工状態を示し、6はその端部が後記する雌
ねじ部材2と螺合する螺合用雄ねじを有する状態
で丸棒状に形成されたセパレーターであり、端部
処理部材Aを両端に併設した状態で対向型枠5・
間に掛け渡される。前記端部処理部材Aは前記型
枠5に対してコンクリート打設空間側に接当係止
されている。 Fig. 1 shows the construction state of the concrete separator end treatment member A, and 6 is a separator formed in the shape of a round bar with its end having a male screw for screwing into a female screw member 2 to be described later. Opposed formwork 5 with part processing member A installed on both ends.
passed between. The end treatment member A is held in contact with the formwork 5 on the concrete pouring space side.
第2図及至第4図に基づいて、前記端部処理部
材Aの構成を詳述すると、半球状又はほぼ半球状
の周壁面部1Cと型枠5内面に密着接当可能な開
口周縁1Aとコンクリートセパレータ6の端部差
込孔1Bを有する硬質合成樹脂(例えばスチロー
ル)製中空状殻体1内に、前記周壁面部1Aの球
心相当位置に、横軸芯a周りに揺動自在な状態に
丸棒状のコンクリートセパレータ接続用雌ねじ部
材2を、前記周壁面部1Cの内壁に固着させた状
態で内部空間に向つて夫々相手側に向つて突出し
た支持板状部材7・によつて枢支保持すると共
に、この雌ねじ部材2の雌ねじ孔2Aの両側の軸
部2B・に、一端に型枠5との連結用ピン孔3A
を有する帯板部材3の他端部3Bを巻付けて折返
し、かつ、その折返し重合板部分3b・同志をピ
ン4を介して止付けることにより、前記帯板部材
3を前記軸部2B・に枢支連結してある。 The configuration of the end treatment member A will be described in detail based on FIGS. 2 to 4. It includes a hemispherical or nearly hemispherical peripheral wall surface portion 1C, an opening peripheral edge 1A that can be brought into close contact with the inner surface of the formwork 5, In the hollow shell body 1 made of hard synthetic resin (for example, styrene) having the end insertion hole 1B of the concrete separator 6, there is a movable member at a position corresponding to the spherical center of the peripheral wall surface portion 1A, which is swingable around the horizontal axis a. In this state, the round bar-shaped concrete separator connection female screw members 2 are fixed to the inner wall of the peripheral wall surface portion 1C, and are pivoted by support plate-like members 7 that protrude toward the internal space, respectively, toward the other side. In addition to supporting the female screw member 2, a pin hole 3A for connection with the formwork 5 is provided at one end of the shaft portion 2B on both sides of the female screw hole 2A.
By wrapping and folding the other end 3B of the band plate member 3 having the above, and fixing the folded overlapping plate portion 3b via pins 4, the band plate member 3 is attached to the shaft portion 2B. It is pivotally connected.
前記コンクリートセパレータ6の端部差込孔1
Bは前記雌ねじ部材2およびコンクリートセパレ
ータ6の揺動を許容する長孔に形成し、前記中空
殻体1の周壁面部1A内面で、前記長孔1Bの両
側には、後記する可動板8を摺動可能に保持する
断面L形形状部材9・を対称に配置してある。前
記可動板4は前記コンクリートセパレータ6の丸
棒状端部を緊密状態で挿通させて、コンクリート
の侵入を阻止しながら、前記L形形状部材9・に
摺動可能に保持されることによつて、前記雌ねじ
部材2およびコンクリートセパレータ6の全揺動
範囲に亘つて前記長孔1Bを閉塞維持する。 End insertion hole 1 of the concrete separator 6
B is formed as a long hole that allows the female screw member 2 and the concrete separator 6 to swing, and a movable plate 8, which will be described later, is provided on both sides of the long hole 1B on the inner surface of the peripheral wall surface 1A of the hollow shell 1. Slidably held members 9 having an L-shaped cross section are arranged symmetrically. The movable plate 4 is slidably held by the L-shaped member 9 while tightly inserting the round bar-shaped end of the concrete separator 6 to prevent concrete from entering. The elongated hole 1B is kept closed over the entire swing range of the female screw member 2 and the concrete separator 6.
第5図に示すように、前記帯板部材3の前記折
返し重合板部分3b・の少なくとも一方ピン4挿
通孔3aをバーリング加工してある。 As shown in FIG. 5, at least one pin 4 insertion hole 3a of the folded overlapping plate portion 3b of the band plate member 3 is burred.
第6図、第7図に示すように、バーリング加工
を施した一方の挿通孔3aを他方の挿通孔3aに
内嵌係合したものであつてもよい。この場合はバ
ーリング部分同志が嵌合係合されているので一層
耐引張力を向上させたものにすることができる。 As shown in FIGS. 6 and 7, one of the through-holes 3a subjected to burring may be internally engaged with the other through-hole 3a. In this case, since the burring portions are fitted together, the tensile strength can be further improved.
前記帯板部材3はその一端を隣接型枠5・間に
挿入して、その連結用ピン孔3Aを前記隣接型枠
5・に穿設の孔5a・に合致させた状態でUクリ
ツプ7によつて係止固定される。前記連結用ピン
孔3Aにバーリング加工を施して、前記型枠5の
穿設の孔5a内に内嵌されるべく構成されたもの
であつてもよい。 The strip member 3 is inserted into the U-clip 7 with one end thereof inserted between the adjacent formworks 5 and the connecting pin hole 3A aligned with the hole 5a formed in the adjacent formwork 5. It is then locked and fixed. The connecting pin hole 3A may be subjected to burring processing, and the connecting pin hole 3A may be configured to be fitted into the hole 5a formed in the formwork 5.
図には示さないが前記セパレータ6は全体が丸
棒状或いは中間部分が扁平板状で両端が丸棒状の
1部品から構成されたものでもよく、又、中間部
分を扁平板材、アングル材、又は、断面T字型の
部材で、両端部分を丸棒状部材の2部品で構成し
たものでもよく、更に両者が夫々長さ調節用の複
数個の係合孔を有したものであつてもよい。 Although not shown in the figure, the separator 6 may be constructed from one piece, either round bar shaped as a whole or flat plate shaped in the middle and round bar shaped at both ends, or it may be constructed from two pieces, with the middle piece being a flat plate material, angle material, or a member with a T-shaped cross section, and the both ends being round bar shaped, and both pieces may each have a plurality of engagement holes for adjusting the length.
図面は本考案に係るコンクリートセパレーター
の端部処理部材の実施例を示し、第1図は施工状
態を示す縦断側面図、第2図は全体背面図、第3
図は全体正面図、第4図は全体縦断側面図、第5
図は要部拡大縦断面図、そして、第6図及び第7
図は夫々別実施例を示す要部拡大縦断面図であ
る。
1……中空状殻体、1A……開口周縁、1B…
…端部差込孔、2……雌ねじ部材、2A……雌ね
じ孔、2B……軸部、3……帯板部材、3A……
連結用ピン孔、3B……他端部、3a……挿通
孔、3b……重合板部分、4……ピン、5……型
枠、6……コンクリートセパレーター、a……軸
芯。
The drawings show an example of the end treatment member of a concrete separator according to the present invention, and FIG. 1 is a vertical side view showing the construction state, FIG. 2 is an overall rear view, and FIG.
The figure is an overall front view, Figure 4 is an overall longitudinal side view, and Figure 5 is an overall front view.
The figure is an enlarged vertical sectional view of the main part, and Figures 6 and 7.
The figures are enlarged vertical cross-sectional views of main parts showing different embodiments. 1...Hollow shell body, 1A...Opening periphery, 1B...
...End insertion hole, 2...Female thread member, 2A...Female thread hole, 2B...Shaft portion, 3...Strip plate member, 3A...
Connecting pin hole, 3B...other end, 3a...insertion hole, 3b...polymer plate portion, 4...pin, 5...formwork, 6...concrete separator, a...shaft core.
Claims (1)
ンクリートセパレータ6の端部差込孔1Bを有す
る中空状殻体1内に、少なくとも1つの軸芯a周
りに揺動自在な状態でコンクリートセパレータ接
続用雌ねじ部材2を枢支保持するとともに、この
雌ねじ部材2の雌ねじ孔2A両側の軸部2B・
に、一端に型枠5との連結用ピン孔3Aを有する
帯板部材3の他端部3Bを巻付けて折返し、かつ
その折返し重合板部分3b・同志をピン4を介し
て止付けることにより、前記帯板部材3を前記軸
部2B・に枢支連結してあるコンクリートセパレ
ータ端部処理部材において、前記帯板部材3の前
記折返し重合板部分3b・の少なくとも一方のピ
ン4挿通孔3aをバーリング加工してあるコンク
リートセパレータ端部処理部材。 A concrete separator is placed in a hollow shell 1 having an opening periphery 1A that can be brought into close contact with the inner surface of the formwork 5 and an end insertion hole 1B for the concrete separator 6, in a state that it can freely swing around at least one axis a. The female threaded member 2 for connection is pivotally supported, and the shaft portions 2B and 2B on both sides of the female threaded hole 2A of this female threaded member 2 are
By wrapping the other end 3B of the band plate member 3, which has a pin hole 3A for connection with the formwork 5 on one end, folding it back, and fixing the folded overlapping plate portion 3b and the same piece through the pin 4. , in a concrete separator end treatment member in which the strip plate member 3 is pivotally connected to the shaft portion 2B, at least one pin 4 insertion hole 3a of the folded overlapping plate portion 3b of the strip plate member 3 is inserted. Concrete separator end treatment member with burring processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10289783U JPS6011954U (en) | 1983-07-01 | 1983-07-01 | Concrete separator end treatment member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10289783U JPS6011954U (en) | 1983-07-01 | 1983-07-01 | Concrete separator end treatment member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6011954U JPS6011954U (en) | 1985-01-26 |
| JPS639737Y2 true JPS639737Y2 (en) | 1988-03-23 |
Family
ID=30242318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10289783U Granted JPS6011954U (en) | 1983-07-01 | 1983-07-01 | Concrete separator end treatment member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6011954U (en) |
-
1983
- 1983-07-01 JP JP10289783U patent/JPS6011954U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6011954U (en) | 1985-01-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH02138862U (en) | ||
| JPS6044523B2 (en) | Fixture | |
| US4631885A (en) | Insulated concrete masonry unit | |
| CN106759906B (en) | Steel structure straw material board composite member | |
| JPS6315490Y2 (en) | ||
| KR200441158Y1 (en) | Stud Type Cable | |
| JPS639736Y2 (en) | ||
| JPH089296Y2 (en) | Female corn for fixing PC steel | |
| JP4590646B2 (en) | Formwork panel | |
| KR100452933B1 (en) | Wall assembly system with steel stud | |
| KR200233501Y1 (en) | Rebar fixture | |
| JPS6332970Y2 (en) | ||
| JPH0220355Y2 (en) | ||
| JPH032043U (en) | ||
| JP3949082B2 (en) | Guard body and core material fastening device for utility pole guard | |
| JPH0225868Y2 (en) | ||
| JP3314115B2 (en) | Combination clip | |
| JPH028372Y2 (en) | ||
| JPS633093Y2 (en) | ||
| JPH086954Y2 (en) | Concrete formwork combiner cone | |
| JPH0134072Y2 (en) | ||
| CN213597321U (en) | Wallboard drawknot spare | |
| JP2001115644A (en) | Connection device for foam body formwork | |
| JPH0830398B2 (en) | Shield segment manufacturing method | |
| JP2703153B2 (en) | Precast concrete plate and method of manufacturing the same |