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JPS63926Y2 - - Google Patents

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Publication number
JPS63926Y2
JPS63926Y2 JP1982169552U JP16955282U JPS63926Y2 JP S63926 Y2 JPS63926 Y2 JP S63926Y2 JP 1982169552 U JP1982169552 U JP 1982169552U JP 16955282 U JP16955282 U JP 16955282U JP S63926 Y2 JPS63926 Y2 JP S63926Y2
Authority
JP
Japan
Prior art keywords
screw
seat
concrete
screw rod
formwork
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
JP1982169552U
Other languages
Japanese (ja)
Other versions
JPS5974240U (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 JP16955282U priority Critical patent/JPS5974240U/en
Publication of JPS5974240U publication Critical patent/JPS5974240U/en
Application granted granted Critical
Publication of JPS63926Y2 publication Critical patent/JPS63926Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はコンクリート型枠工法の型枠板とスペ
ーサとの間に使用して好適な受座部材に関するも
のである。
[Detailed Description of the Invention] The present invention relates to a seat member suitable for use between a form board and a spacer in a concrete form construction method.

コンクリート製の壁等を構築する場合は、従来
より適宜定間隔を置いて締付棒挿通孔を設けた型
枠板を、構築すべき壁等の高さや幅に応じて二列
に対向立設し、所謂スペーサを用いて対向する型
枠板間の距離を規制すると共に、通常長鋼管によ
る抑え材を該スペーサに対し抑え金具で締付けて
型枠を強固に保持した後コンクリートを流し込む
というコンクリート型枠工法が用いられている。
而して、この工法によればコンクリート壁等を良
好に構築することができるが、前記型枠板とスペ
ーサとの関係については更に改良すべき点があつ
た。
When constructing a concrete wall, etc., conventionally, formwork boards with holes for tightening rods placed at appropriate intervals are erected in two rows facing each other depending on the height and width of the wall, etc. to be constructed. In addition, so-called spacers are used to regulate the distance between opposing formwork plates, and concrete is poured into concrete molds after the formwork is firmly held by tightening a holding material usually made of long steel pipes to the spacers with holding fittings. The frame construction method is used.
According to this construction method, concrete walls and the like can be constructed satisfactorily, but there are points that need to be further improved regarding the relationship between the formwork plates and spacers.

即ち、従来のコンクリート型枠工法に於ては、
第1図に示すように所謂スペーサ1と呼ばれる、
通常両端部を螺子部2とした金属製の丸棒材の該
螺子部2に平ナツト3を、それら平ナツト3間の
距離が構築すべき壁の厚みに見合うように蝶合
し、螺子部2先端を型枠板4に設けた締付棒挿通
孔5から突出させると共に、当該突出した螺子部
2に対して抑え材6,7を水平垂直に配した後、
該抑え材7に抑え金8を当てがつてナツト9によ
り締付けて対向する型枠板4間の距離を規制する
ようにしていたので、コンクリートの打込みが終
了してからナツト9をゆるめる等して型枠を取外
した場合に、スペーサ1の前記螺子部2が構築さ
れた壁面に露出することとなり、該螺子部2はス
ペーサ1と一体のものであるからこれを完全に除
去することは非常に難しく、特に最近多く見られ
るようになつたコンクリート打放しの壁のように
表面処理が施されない場合にはこの問題は美観上
無視できないのである。
In other words, in the conventional concrete form construction method,
As shown in FIG. 1, the so-called spacer 1,
Normally, a flat nut 3 is hinged to the threaded part 2 of a metal round bar with threaded parts 2 at both ends so that the distance between the flat nuts 3 corresponds to the thickness of the wall to be constructed. After making the two tips protrude from the tightening rod insertion hole 5 provided in the form plate 4, and arranging the restraining members 6 and 7 horizontally and vertically to the protruding screw part 2,
Since the distance between the opposing formwork plates 4 was regulated by applying a presser metal 8 to the presser material 7 and tightening it with a nut 9, the nut 9 was loosened after concrete pouring was completed. When the formwork is removed, the threaded portion 2 of the spacer 1 will be exposed on the built wall surface, and since the threaded portion 2 is integrated with the spacer 1, it is extremely difficult to completely remove it. This problem cannot be ignored from an aesthetic point of view, especially when the surface is not treated, such as the exposed concrete walls that have become common these days.

従来品の上記問題点に鑑み、コンクリート型枠
工法で壁等を構築した場合に、該壁等の表面から
の突出物を容易に撤去することができる受座部材
が実開昭56−100946号として提案されているが、
構造上難がある。
In view of the above-mentioned problems with conventional products, Utility Model Application Publication No. 56-100946 has developed a catch member that can easily remove protruding objects from the surface of a wall, etc. when constructed using the concrete form construction method. It has been proposed as,
There are structural difficulties.

本考案は上記のような突出物を容易に撤去する
ことができると共に構造も簡潔にした受座部材を
提供することを目的としてなされたもので、その
構成は、螺筒の一側にフランジを設けると共に他
側に螺杆を延接してなるナツト部材と、截頭円錐
筒状で央部に前記ナツト部材のフランジ側を嵌合
する貫通孔を設けた受座とから成るコンクリート
型枠スペーサ用受座部材に於て、前記螺杆は、前
記螺筒に螺子込んで当該螺筒に連結固着すると共
に、当該螺杆の長さ方向中程の外面に相対する平
坦部を形成したことを特徴とするものである。
The present invention was made with the purpose of providing a seat member that can easily remove the protrusion as described above and has a simple structure. A receiver for a concrete form spacer comprising a nut member provided with a threaded rod extending from the other side, and a seat having a truncated conical cylindrical shape and having a through hole in the center into which the flange side of the nut member is fitted. In the seat member, the screw rod is screwed into the screw tube to be connected and fixed to the screw tube, and has a flat portion facing the outer surface of the screw rod in the middle in the length direction. It is.

次に本考案を図により説明する。 Next, the present invention will be explained using figures.

10は本考案受座部材を構成するナツト部材
で、内面に螺子山11を刻設した六角ナツトを用
いた螺筒12の一端にフランジ部13を設け、他
端には適宜長さを有し、その側面には互いに平行
な平坦部14を形成した螺杆15を螺合嵌着して
構成してあるが、螺筒12の外形形状は六角に限
定されるものではなく、適宜多角形状であれば良
い。
Reference numeral 10 denotes a nut member constituting the seat member of the present invention, which is a hexagonal nut with a screw thread 11 carved on the inner surface, and a flange portion 13 is provided at one end of a threaded cylinder 12, and the other end has a suitable length. , a screw rod 15 having mutually parallel flat portions 14 is screwed onto its side surface, but the outer shape of the screw tube 12 is not limited to a hexagonal shape, and may be a polygonal shape as appropriate. Good.

又、16は本考案受座部材を構成する受座で、
該受座16は構築されたコンクリート壁から抜出
し易いようナイロン、テフロン等の合成樹脂によ
り截頭円錘形状に形成されており、その内部に設
けられた前記ナツト部材10の螺筒12に対応す
る形状の貫通孔17の上下には、螺筒12の一端
に設けたフランジ部13に対応する形状の凹部1
8と、受座16の外形形状に倣つた形状の開放凹
部19が設けられており、前記ナツト部材10を
螺杆15側から受座16に挿入すれば、該受座1
6がナツト部材10の螺筒12部に被嵌し、ナツ
ト部材10の螺筒12先端が受座16の開放凹部
19から少しく突出するようになつていて、以上
10乃至19により本考案受座部材の一例を構成
する。
Further, 16 is a catch that constitutes the catch member of the present invention,
The catch seat 16 is made of synthetic resin such as nylon or Teflon and is formed into a truncated conical shape so that it can be easily pulled out from the constructed concrete wall, and corresponds to the threaded cylinder 12 of the nut member 10 provided therein. A recess 1 having a shape corresponding to the flange portion 13 provided at one end of the screw tube 12 is provided above and below the through hole 17 having the shape.
8 and an open recess 19 having a shape that follows the outer shape of the catch seat 16. When the nut member 10 is inserted into the catch seat 16 from the threaded rod 15 side, the catch seat 1
6 is fitted into the threaded cylinder 12 of the nut member 10, and the tip of the threaded cylinder 12 of the nut member 10 projects slightly from the open recess 19 of the seat 16. This constitutes an example of a member.

以上のように構成される本考案受座部材は、コ
ンクリート型枠工法に於て次のような態様で使用
する。
The seat member of the present invention constructed as described above is used in the following manner in the concrete form construction method.

即ち、前記スペーサ1と同様に両端を螺子部と
した丸棒材を本考案受座部材の受座側から螺筒1
2に螺嵌し、その後は第1図により説明した従来
のスペーサ1を用いる場合と同様に、型枠板の締
付孔から突出させた螺杆15に抑え材を配し、抑
え金及びナツトにより締付けて型枠を強固に保持
するのに用いるのであり、このようにして本考案
受座部材を用いてコンクリート壁等を構築した場
合は、型枠板を取外した後に螺杆15が該壁等か
ら突出する点では従来と同じであるが、該螺杆1
5はコンクリート壁等に埋設されるべき前記丸棒
材と一体ではなく、該丸棒材が螺嵌する螺筒12
に固着されているので、開放凹部19から突出す
る螺筒12の先端にボツクスレンチを嵌合して回
転させる等、本考案受座部材を回転させれば容易
に取り除く事ができて、たとえコンクリート打ち
放しとする壁であつてもその美観を損うことはな
いのである。
That is, like the spacer 1, a round bar with threaded ends at both ends is inserted into the threaded tube 1 from the seat side of the seat member of the present invention.
2, and then, as in the case of using the conventional spacer 1 explained with reference to FIG. It is used to firmly hold the formwork by tightening it, and when a concrete wall, etc. is constructed using the seat member of the present invention in this way, the screw rods 15 are removed from the wall, etc. after the formwork plate is removed. The protruding point is the same as the conventional one, but the screw rod 1
5 is not integral with the round bar to be buried in a concrete wall, etc., but is a screw tube 12 into which the round bar is screwed.
Since it is fixed to the screw tube 12 protruding from the open recess 19, it can be easily removed by rotating the seat member of the present invention, such as by fitting a box wrench into the tip of the screw tube 12 protruding from the open recess 19. Even if the walls are left exposed, their beauty will not be compromised.

而して、近時コンクリート型枠工法に不可欠で
あつた長鋼管による抑え材を追従した新しい工法
が開発されるに至つた。この工法は、型枠に形成
してコンクリートを流し込んだ場合に彎曲せず平
面性を保持し得る強度を有する適宜厚の合板等か
ら成る型枠板を複数枚二列に立設し、一方の列の
相隣る接合部の個所と対向する他方の列の相隣る
型枠板の接合部の個所との間にスペーサを介在さ
せると共に、該スペーサに関連させて相隣る型枠
板を同時に締付ける締付具により緊締連結して型
枠に形成する方法であるが、この方法にも本考案
受座部材は使用し得る。
As a result, a new construction method was developed that followed the use of long steel pipes as a restraining material, which had been indispensable in recent concrete form construction methods. In this construction method, a plurality of formwork boards made of plywood or the like of an appropriate thickness are erected in two rows and are strong enough to maintain flatness without bending when concrete is poured into the formwork. A spacer is interposed between the joints of adjacent formwork plates in the opposite row and the joints of adjacent formwork plates in the other row, and the adjacent formwork plates are connected to each other in relation to the spacers. The seat member of the present invention can also be used in this method, in which the parts are tightly connected and formed into a formwork using fasteners that are tightened at the same time.

即ち、第3図に示すように、丸棒材20の螺子
部21を本考案受座部材の螺筒12に螺嵌し、受
座16の下端を型枠板22に当接させると共に螺
杆15を相隣る型枠板22の垂直端部に設けた切
欠部23により形成される締付孔より突出させ、
該螺杆15にフランジ部を有する六角筒状の締付
具24を螺合させ、相隣る型枠板を締付けるよう
にするのであり、このようにして型枠を形成しコ
ンクリート壁等を構築し終つたら、前述したのと
同様に本考案受座部材を何等かの手段で回転させ
ることにより取り除けば良いのである。
That is, as shown in FIG. 3, the threaded portion 21 of the round bar 20 is screwed into the threaded tube 12 of the seat member of the present invention, and the lower end of the seat 16 is brought into contact with the formwork plate 22, and the threaded rod 15 protrude from a tightening hole formed by a notch 23 provided at the vertical end of the adjacent formwork plate 22,
A hexagonal cylindrical fastener 24 having a flange portion is screwed onto the threaded rod 15 to tighten adjacent formwork plates.In this way, a formwork is formed and a concrete wall or the like is constructed. Once completed, the seat member of the present invention can be removed by rotating it by some means in the same way as described above.

而して、上記新工法に於ては、相隣る型枠板間
に本考案受座部材や締付具が配設されるので、当
該型枠板の間隙からセメントを含んだ水が漏れ出
し、受座16の開放凹部19内で固化するため、
ボツクスレンチ等で螺筒12を回転することが困
難になる場合があるが、そのような場合でも本考
案受座部材は螺杆15側面に、平行な一組の平坦
部14,14を設けてあり、この部分は使用時、
型枠板22の切欠部23により形成される締付孔
内に位置するため、セメントが付着して固化する
ことがないから、この部分を用いることにより容
易に本考案受座部材を回転させて取り除くことが
できるという独自の効果がある。
In the new construction method mentioned above, the seat member and fastener of the present invention are installed between adjacent formwork plates, so water containing cement will not leak from the gaps between the formwork plates. In order to solidify within the open recess 19 of the catch seat 16,
Although it may be difficult to rotate the screw barrel 12 with a box wrench or the like, even in such cases, the seat member of the present invention has a pair of parallel flat portions 14, 14 on the side surfaces of the screw rod 15. , when using this part,
Since it is located in the tightening hole formed by the notch 23 of the form plate 22, cement will not adhere and harden, so by using this part, the seat member of the present invention can be easily rotated. It has the unique effect of being able to be removed.

そして、螺筒12に固着して取り付けられる螺
杆15は、通常使用されるボルトの頭を切り落し
たようなもので足り、従つて、この螺杆15と螺
筒との連接も螺合固着だけで済み、更に、この螺
杆15の軸部側面に平坦部14を形成することも
容易であるから、本考案受座部材の製作は容易
で、その費用も安く、経済的である。
The screw rod 15 that is fixedly attached to the screw tube 12 can be a bolt with the head cut off, which is usually used. Therefore, the screw rod 15 and the screw tube can be connected only by screwing and fixing. Furthermore, since it is easy to form the flat portion 14 on the side surface of the shaft portion of the screw rod 15, the seat member of the present invention is easy to manufacture, and its cost is low and economical.

本考案は以上の通りであるから、コンクリート
型枠工法のスペーサ受座部材として極めて実用性
が高い。
Since the present invention is as described above, it is extremely practical as a spacer seat member for concrete formwork construction.

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

第1図は従来のコンクリート型枠工法に於ける
スペーサを示す側断面図、第2図は本考案受座部
材の一例を示す一部を断面とした側面図、第3図
は本考案受座部材の使用例を示す側断面図であ
る。 10……ナツト部材、12……螺筒、13……
フランジ部、14……平坦部、15……螺杆、1
6……受座、17……貫通孔、18……凹部、1
9……開放凹部。
Figure 1 is a side cross-sectional view showing a spacer in the conventional concrete form construction method, Figure 2 is a partially sectional side view showing an example of the seat member of the present invention, and Figure 3 is a side view of the seat of the present invention. It is a side sectional view showing an example of use of a member. 10... Nut member, 12... Spiral tube, 13...
Flange part, 14... Flat part, 15... Screw rod, 1
6... Seat, 17... Through hole, 18... Recess, 1
9...Open recess.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 螺筒の一側にフランジを設けると共に他側に螺
杆を延接してなるナツト部材と、截頭円錐筒状で
央部に前記ナツト部材のフランジ側を嵌合する貫
通孔を設けた受座とから成るコンクリート型枠ス
ペーサ用受座部材に於て、前記螺杆は、前記螺筒
に螺子込んで当該螺筒に連結固着すると共に、当
該螺杆の長さ方向中程の外面に相対する平坦部を
形成したことを特徴とするコンクリート型枠スペ
ーサ用受座部材。
A nut member having a flange provided on one side of a screw cylinder and a screw rod extending from the other side, and a seat having a truncated conical cylindrical shape and having a through hole in the center into which the flange side of the nut member is fitted. In the receiving member for a concrete form spacer, the screw rod is screwed into the screw tube to be connected and fixed to the screw tube, and has a flat part facing the outer surface of the screw rod in the middle in the length direction. A catch member for a concrete formwork spacer, characterized in that it is formed.
JP16955282U 1982-11-09 1982-11-09 Seat member for concrete formwork spacer Granted JPS5974240U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16955282U JPS5974240U (en) 1982-11-09 1982-11-09 Seat member for concrete formwork spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16955282U JPS5974240U (en) 1982-11-09 1982-11-09 Seat member for concrete formwork spacer

Publications (2)

Publication Number Publication Date
JPS5974240U JPS5974240U (en) 1984-05-19
JPS63926Y2 true JPS63926Y2 (en) 1988-01-11

Family

ID=30370387

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16955282U Granted JPS5974240U (en) 1982-11-09 1982-11-09 Seat member for concrete formwork spacer

Country Status (1)

Country Link
JP (1) JPS5974240U (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56100946U (en) * 1979-12-29 1981-08-08

Also Published As

Publication number Publication date
JPS5974240U (en) 1984-05-19

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