JPH0612124Y2 - Pillar formwork device - Google Patents
Pillar formwork deviceInfo
- Publication number
- JPH0612124Y2 JPH0612124Y2 JP1988011077U JP1107788U JPH0612124Y2 JP H0612124 Y2 JPH0612124 Y2 JP H0612124Y2 JP 1988011077 U JP1988011077 U JP 1988011077U JP 1107788 U JP1107788 U JP 1107788U JP H0612124 Y2 JPH0612124 Y2 JP H0612124Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- vertical
- plate
- frame
- frame body
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】 （産業上の利用分野） この考案は、主としてＲＣ超高層システムの型枠施工時
に柱型枠と梁型枠とを連結するのに好適な柱首型枠装置
に関するものである。[Detailed Description of the Invention] (Industrial field of application) The present invention relates mainly to a post neck form device suitable for connecting a column form and a beam form at the time of constructing a form of RC super high-rise system. Is.
（従来の技術） 従来、ＲＣ超高層システムの型枠施工時には、柱型枠の
各側枠の上端前後左右に梁型枠を連結ボルト及びナット
にて直接連結していた。(Prior Art) Conventionally, when a RC super high-rise system is used for a formwork, the beam formwork is directly connected to the upper, lower, front, left, and right ends of each side frame of the column formwork by connecting bolts and nuts.
（考案が解決しようとする問題点） ところが、柱型枠の各側枠の上端前後左右に梁型枠を連
結する操作が困難で且つ遅く、しかも確実さに欠けるた
め、作業能率を低下させていた。(Problems to be solved by the invention) However, the operation of connecting the beam formwork to the front, rear, left and right of the upper end of each side frame of the column formwork is difficult and slow, and moreover, lacks certainty, which reduces work efficiency. It was
そこで、この考案は、叙上のような問題点を解決すべく
案出されたもので、ＲＣ超高層システムの型枠施工時
に、従来のものより柱型枠の各側枠の上端前後左右に梁
型枠を遥かに容易且つ迅速に、しかも確実に連結でき
て、作業能率の向上を著しく図れるようにする。Therefore, this invention was devised to solve the above-mentioned problems, and when constructing a RC super high-rise system formwork, the upper and lower left and right ends of each side frame of a pillar formwork were more The beam forms can be connected much more easily, quickly, and surely, and the working efficiency can be remarkably improved.
更に、ＲＣ超高層システムの型枠施工時に、柱型枠の外
径や、梁型枠の横幅及び高さ等に対応させて、これらの
厚さに合った柱首型枠の各連結縦枠体の中部縦材と各連
結横枠体の下部横材とに換えれるようにして、柱型枠の
各側枠の上端前後左右に各梁型枠を一層簡単且つ迅速
に、しかも確実に連結できて、作業能率の向上を一層図
れるような柱首型枠装置を提供するものである。Further, at the time of constructing the RC super high-rise system formwork, each connecting vertical frame of the post neck formwork corresponding to the outer diameter of the pillar formwork, the lateral width and height of the beam formwork, and the like, corresponding to these thicknesses. The beam formwork can be connected more easily, quickly, and surely to the upper, lower, front, left, and right of the upper end of each side frame of the pillar formwork so that it can be replaced with the middle vertical member of the body and the lower horizontal member of each connecting horizontal frame. The present invention provides a post neck formwork device that can further improve work efficiency.
（問題点を解決するための手段） この考案は、叙上のような目的を達成するために、数個
の平面鉤形状等の連結縦枠体の下端部相互間に真直ぐな
連結横枠体が適宜手段にて夫々接合された柱首型枠を形
成し、この柱首型枠を柱型枠の各側枠の上端に載置し
て、各連結縦枠体の下端及び各連結横枠体の下部底面と
柱型枠の各側枠上端とを夫々連結すると共に、各連結縦
枠体の側部外側面と梁型枠の両側枠一端とを連結し、更
に各連結横枠体の上部外側面と梁型枠の底枠一端とを連
結するようにしたものである。(Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention provides a straight connecting horizontal frame body between the lower end portions of the connecting vertical frame bodies of several plane hook shapes or the like. Form a pillar neck form joined by appropriate means respectively, and place this pillar neck form on the upper end of each side frame of the pillar form, and the lower end of each connecting vertical frame and each connecting horizontal frame. While connecting the bottom bottom surface of the body and the upper ends of the side frames of the pillar formwork, respectively, connecting the side outer surface of each connection vertical frame body and one end of each side frame of the beam formwork, and further connecting each of the connection horizontal frame bodies. The upper outer surface is connected to one end of the bottom frame of the beam form.
また、前記柱首型枠の連結縦枠体は、接合板の両側部に
接合面が互いに直交するような接合部が折曲げられ、且
つ接合板の外側下端に柱型枠の各側枠上端連結用の連結
片が夫々配設された１本のコーナー縦材と、接合板が適
宜厚さに相対向された２本の中部縦材と、一側面、外側
面、下端面に夫々接合板、梁型枠の両側枠一端連結用の
連結板、柱型枠の各側枠上端連結用の連結片が設けられ
た断面略四角形の２本の側部縦材とから成り、前記コー
ナー縦材の接合板の両接合部に前記各中部縦材の接合板
と前記各側部縦材の接合板とを平面鉤形状に接合したも
のである。In addition, the connection vertical frame body of the post neck form is formed by bending the joints on both sides of the joint plate such that the joint surfaces are orthogonal to each other, and at the outer lower end of the joint plate, the upper ends of the side frames of the column form. One corner vertical member in which connecting pieces for connection are respectively arranged, two middle vertical members in which the joining plates face each other with an appropriate thickness, and joining plates on one side surface, outer side surface, and lower end surface, respectively. The corner vertical member, which comprises a connecting plate for connecting one end of both sides of the beam form, and two side vertical members having a substantially rectangular cross section provided with connecting pieces for connecting the upper ends of the side frames of the pillar formwork. The joint plate of each of the middle vertical members and the joint plate of each of the side vertical members are joined to both joints of the joint plate in a plane hook shape.
更に、前記柱首型枠の連結横枠体は、連結縦枠体の中部
縦材と同様に柱型枠の各側枠上端連結用の連結板と接合
板とが適宜厚さに相対向された下部横材と、連結縦枠体
の側部縦材と同様に下面及び外側面に夫々接合板及び梁
型枠の底枠一端連結用の連結板が設けられた断面略四角
形の上部横材とから成り、この下部横材の接合板と上部
横材の接合板とを真直ぐに接合したものである。Further, in the connecting horizontal frame body of the pillar neck formwork, the connecting plate and the joining plate for connecting the upper ends of the side frames of the pillar formwork and the joining plate are opposed to each other with an appropriate thickness, similarly to the middle vertical member of the connecting vertical frame body. The lower horizontal member and the upper horizontal member having a substantially rectangular cross section in which a joining plate and a connecting plate for connecting one end of the bottom frame of the beam form are provided on the lower surface and the outer surface, respectively, similarly to the side vertical member of the connecting vertical frame. The joining plate of the lower transverse member and the joining plate of the upper transverse member are directly joined together.
（作用） 叙上のような技術的手段により、ＲＣ超高層システムの
型枠施工時に、予め設定された柱首型枠の各連結縦枠体
及び各連結横枠体の接合箇所に柱型枠と梁型枠とを螺合
手段等で連結できるようにする。(Operation) By the technical means as described above, at the time of constructing the RC super high-rise system formwork, the column formwork is set in advance at the joint portion of each connecting vertical frame body and each connecting horizontal frame body of the column neck formwork. And the beam form can be connected by screwing means or the like.
更に、ＲＣ超高層システムの型枠施工時に、柱型枠の外
径や、梁型枠の横幅及び高さ等に対応させて、これらの
厚さに合った柱首型枠の各連結縦枠体の中部縦材と各連
結横枠体の下部横材とに換えれるようにする。Further, at the time of constructing the RC super high-rise system formwork, each connecting vertical frame of the post neck formwork corresponding to the outer diameter of the pillar formwork, the lateral width and height of the beam formwork, and the like, corresponding to these thicknesses. The middle vertical member of the body and the lower horizontal member of each connecting horizontal frame body can be replaced.
（実施例） 以下、この考案の一実施例を図面に基づいて説明する。(Embodiment) An embodiment of the present invention will be described below with reference to the drawings.
図において、符号１は、柱型枠４０の上端に載置する柱
首型枠であって、この柱首型枠１は、柱型枠４０の各側
枠４１上端、及び梁型枠５０の両側枠５１一端と連結す
る４個の平面鉤形状の連結縦枠体２と、この各連結縦枠
体２の下端部相互間に夫々接合して柱型枠４０の上端、
及び梁型枠５０の底枠一端と連結する４個の真直ぐな連
結横枠体３とから構成されている。In the drawings, reference numeral 1 is a column neck form mounted on the upper end of the column form 40, and this column neck form 1 includes the upper ends of the side frames 41 of the column form 40 and the beam form 50. Four planar hook-shaped connecting vertical frames 2 that are connected to one end of each side frame 51, and the upper ends of the pillar form frames 40 that are connected between the lower ends of the connecting vertical frames 2 respectively.
And four straight connecting horizontal frame members 3 connected to one end of the bottom frame of the beam form 50.
前記連結縦枠体２は、接合板４の両側部に接合面が互い
に直交するように折曲げられた各接合部５に接合孔６が
上下長手方向へ適宜間隔に夫々穿設され、且つ接合板４
の外側上下端には略中心部に連結孔７を有する連結片８
が夫々配設され、接合板４の外側上下方向中央部には補
強片９が配設された１本のコーナー縦材１０と、適宜厚
さに相対向させた接合板１１に前記コーナー縦材１０の
接合孔６と対応する接合孔１２が上下長手方向へ適宜間
隔に穿設された２本の中部縦材１３と、一側面の接合板
１４に前記コーナー縦材１０及び中部縦材１３の各接合
孔６，１２に対応する接合孔１５が上下長手方向へ適宜
間隔に穿設され、且つ外側面の連結板１６及び上下端面
の連結片１７には連結孔１８，１９が適宜間隔に穿設さ
れた断面略四角形で中空状の２本の側部縦材２０とから
形成されている。そして、前記コーナー縦材１０の接合
板４の両接合部５に前記各中部縦材１３の接合板１１と
前記各側部縦材２０の接合板１４とを順次当接して、こ
れらの各接合孔６，１２，１５に接合ボルト２１をコー
ナー縦材１０側から差込んで各側部縦材２０側をナット
２２で締付けるように平面鉤形状に接合されている。
尚、前記側部縦材２０の中部縦材１３側の接合板１４と
外側面の連結板１６との角部は接合時に接合ボルト２１
を側部縦材２０内からナット２２で締付けることができ
るように開放されている。In the jointed vertical frame body 2, joint holes 6 are formed at appropriate intervals in the up-down longitudinal direction in joint portions 5 which are bent on both sides of the joint plate 4 so that their joint surfaces are orthogonal to each other. Board 4
A connecting piece 8 having a connecting hole 7 approximately at the center at the outer upper and lower ends of the
Are provided respectively, and one corner vertical member 10 is provided with a reinforcing piece 9 at the central portion in the outer vertical direction of the joining plate 4, and the corner vertical member is provided on the joining plate 11 facing each other with an appropriate thickness. Two middle vertical members 13 in which bonding holes 12 corresponding to the bonding holes 6 of 10 are provided at appropriate intervals in the up-down longitudinal direction, and the corner vertical member 10 and the middle vertical member 13 are attached to one side bonding plate 14. Joining holes 15 corresponding to the joining holes 6 and 12 are provided at appropriate intervals in the up-down longitudinal direction, and connecting holes 18 and 19 are provided at appropriate intervals in the connecting plate 16 on the outer surface and the connecting pieces 17 on the upper and lower end surfaces. It is formed by two side vertical members 20 which are hollow and have a substantially rectangular cross section. Then, the joint plate 11 of each of the middle vertical members 13 and the joint plate 14 of each of the side vertical members 20 are sequentially brought into contact with both joint portions 5 of the joint plate 4 of the corner vertical member 10 to join them. Joining bolts 21 are inserted into the holes 6, 12, 15 from the corner vertical member 10 side, and each side vertical member 20 side is fastened with a nut 22 so as to be joined in a plane hook shape.
The corners of the joint plate 14 on the side of the middle longitudinal member 13 of the side longitudinal member 20 and the connecting plate 16 on the outer side surface are joined by the joint bolt 21 at the time of joining.
Is opened so that it can be tightened with a nut 22 from inside the side vertical member 20.
また、前記連結横枠体３は、前記連結縦枠体２の中部縦
材１３と同様に適宜厚さに相対向させた連結板２３と接
合板２４とに連結孔２５と接合孔２６とが長手方向へ適
宜間隔に穿設された下部横材２７と、前記連結縦枠体２
の側部縦材２０と同様に、下面の接合板２８に前記下部
横材２７の接合孔２６に対応する接合孔２９が長手方向
へ適宜間隔に穿設され、且つ外側面の連結板３０には連
結孔３１が長手方向へ適宜間隔に穿設された断面略四角
形で中空状の上部横材３２とから成り、この下部横材２
７の接合板２４と上部横材３２の接合板２８とを当接し
て、これらの適宜な接合孔２６，２９に接合ボルト３３
を下部横材２７側から差込んで上部横材３２側をナット
３４で締付けるように真直ぐに接合されている。尚、前
記上部横材３２の下面の接合板２８と外側面の連結板３
０との角部は接合時に接合ボルト３３を上部横材３２内
からナット３４で締付けることができるように開放され
ている。Further, in the connecting horizontal frame body 3, similarly to the middle vertical member 13 of the connecting vertical frame body 2, a connecting plate 25 and a connecting plate 24, which are opposed to each other with an appropriate thickness, have a connecting hole 25 and a connecting hole 26. Lower horizontal members 27 formed at appropriate intervals in the longitudinal direction, and the connecting vertical frame body 2
Similar to the side vertical member 20, the joint plates 28 on the lower surface are provided with joint holes 29 corresponding to the joint holes 26 of the lower transverse member 27 at appropriate intervals in the longitudinal direction, and the connecting plate 30 on the outer surface is formed. Is composed of a hollow upper cross member 32 having a substantially square cross section with connection holes 31 formed at appropriate intervals in the longitudinal direction.
The joining plate 24 of No. 7 and the joining plate 28 of the upper cross member 32 are brought into contact with each other, and the joining bolts 33 are fitted into the appropriate joining holes 26 and 29.
Is joined from the lower cross member 27 side and the upper cross member 32 side is tightened with a nut 34 so as to be joined straightly. The joining plate 28 on the lower surface of the upper horizontal member 32 and the connecting plate 3 on the outer surface
The corner portion with 0 is opened so that the joining bolt 33 can be tightened from inside the upper cross member 32 with the nut 34 at the time of joining.
すなわち、前述のように形成された柱首型枠１の４個の
連結縦枠体２の下端部相互間に４個の連結横枠体３を適
宜手段にて夫々接合し、この柱首型枠１を柱型枠４０の
各側枠４１の上端に載置して、各連結縦枠体２のコーナ
ー縦材１０の下側連結片８の連結孔７と、同じく各連結
縦枠体２の側部縦材２０の下側連結片１７の連結孔１９
と、各連結横枠体３の下部横材２７の連結板２３の連結
孔２５と、各側枠４１に適宜間隔に穿設されたボルト挿
通孔４２とにピン差込孔４３付き連結ボルト４４を側枠
４１側から挿入した後、コーナー縦材１０、側部縦材２
０、下部横材２７側で連結ボルト４４のピン差込孔４３
にクサビピン４５を差込んで連結する。また、各連結縦
枠体２の側部縦材２０の連結板１６の連結孔１８と、各
梁型枠５０の側枠５１の一端両側部の側部補強材５２に
ネジ５３止めされた側部連結板５４のボルト挿通孔５５
とにピン差込孔５６付き連結ボルト５７を側枠５１側か
ら挿入した後、側部縦材２０側で連結ボルト５７のピン
差込孔５６にクサビピン５８を差込んで連結する。そし
て、各連結横枠体３の上部横材３２の連結板３０の連結
孔３１と、各梁型枠５０の底枠５９の一端底部の底部連
結板６０に穿設されたボルト挿通孔６１とにピン差込孔
６２付き連結ボルト６３を底枠５９側から挿入した後、
上部横材３２側で連結ボルト６３のピン差込孔６２にク
サビピン６４を差込んで連結するようにしたものであ
る。That is, the four connecting horizontal frame bodies 3 are joined to each other between the lower end portions of the four connecting vertical frame bodies 2 of the pole neck formwork 1 formed as described above by an appropriate means, and the column neck form is formed. The frame 1 is placed on the upper ends of the side frames 41 of the pillar form 40, and the connecting holes 7 of the lower connecting pieces 8 of the corner vertical members 10 of the connecting vertical frame bodies 2 and the connecting vertical frame bodies 2 are also provided. Connecting hole 19 of the lower connecting piece 17 of the side vertical member 20 of
A connecting bolt 44 with a pin insertion hole 43 in a connecting hole 25 of the connecting plate 23 of the lower horizontal member 27 of each connecting horizontal frame 3 and a bolt insertion hole 42 formed in each side frame 41 at appropriate intervals. After inserting from the side frame 41 side, the corner vertical member 10, the side vertical member 2
0, the pin insertion hole 43 of the connecting bolt 44 on the lower cross member 27 side
The wedge pin 45 is inserted into and connected. In addition, the screw holes 53 are fastened to the connecting holes 18 of the connecting plate 16 of the side vertical member 20 of each connecting vertical frame body 2 and the side reinforcing members 52 at one end both sides of the side frame 51 of each beam form 50. Bolt connection hole 55 of the connecting plate 54
After inserting the connecting bolt 57 with the pin insertion hole 56 into the and from the side frame 51 side, the wedge pin 58 is inserted and connected to the pin insertion hole 56 of the connecting bolt 57 on the side vertical member 20 side. Then, a connection hole 31 of the connection plate 30 of the upper horizontal member 32 of each connection horizontal frame body 3 and a bolt insertion hole 61 formed in the bottom connection plate 60 at one end bottom of the bottom frame 59 of each beam form 50. After inserting the connecting bolt 63 with the pin insertion hole 62 into the bottom frame 59 side,
A wedge pin 64 is inserted into the pin insertion hole 62 of the connecting bolt 63 on the side of the upper horizontal member 32 for connection.
（考案の効果） この考案は、叙上のように数個の平面鉤形状等の連結縦
枠体２の下端部相互間に真直ぐな連結横枠体３が適宜手
段にて夫々接合された柱首型枠１を形成し、この柱首型
枠１を柱型枠４０の各側枠４１の上端に載置して、各連
結縦枠体２の下端及び各連結横枠体３の下部底面と柱型
枠４０の各側枠４１上端とを夫々連結すると共に、各連
結縦枠体２の側部外側面と梁型枠５０の両側枠５１一端
とを連結し、更に各連結横枠体３の上部外側面と梁型枠
５０の底枠５９一端とを連結するようにしたから、ＲＣ
超高層システムの型枠施工時に、予め設定された柱首型
枠１の各連結縦枠体２及び各連結横枠体３の接合箇所に
柱型枠４０と梁型枠５０とを螺合手段等で連結できるた
め、従来のように柱型枠の各側枠の上端前後左右に梁型
枠を連結ボルト及びナットにて直接連結したものより、
柱型枠４０の各側枠４１の上端前後左右に各梁型枠５０
を遥かに簡単且つ迅速に、しかも確実に連結でき、作業
能率の向上を著しく図ることができる。(Effect of the Invention) This invention is a pillar in which straight connecting horizontal frame bodies 3 are joined by appropriate means between the lower ends of the connecting vertical frame bodies 2 having a plurality of plane hook shapes as described above. The neck mold 1 is formed, and the pillar neck mold 1 is placed on the upper ends of the side frames 41 of the pillar mold 40, and the lower ends of the connecting vertical frame bodies 2 and the lower bottom surfaces of the connecting horizontal frame bodies 3 are placed. And the upper ends of the side frames 41 of the column form 40 are connected to each other, the outer side surface of the connecting vertical frame 2 is connected to one end of both side frames 51 of the beam form 50, and each connecting horizontal frame is further connected. Since the upper outer surface of No. 3 and one end of the bottom frame 59 of the beam form frame 50 are connected to each other, RC
At the time of constructing the formwork of the super high-rise system, the column formwork 40 and the beam formwork 50 are screwed together at a predetermined joint position between each connecting vertical frame body 2 and each connecting horizontal frame body 3 of the column neck formwork 1. Since it can be connected with, etc., as compared with the conventional one, the beam formwork is directly connected with connecting bolts and nuts at the upper, lower, front, left and right ends of each side frame of the column formwork.
The upper and lower ends of each side frame 41 of the column form 40 are arranged on the left, right, left and right sides of each beam form 50
Can be connected much more easily, quickly, and surely, and the working efficiency can be remarkably improved.
しかも、柱首型枠１の連結縦枠体２は、接合板４の両側
部に接合面が互いに直交するような接合部５が折曲げら
れ、且つ接合板４の外側下端に柱型枠４０の各側枠４１
上端連結用の連結片８が夫々配設された１本のコーナー
縦材１０と、接合板１１が適宜厚さに相対向された２本
の中部縦材１３と、一側面、外側面、下端面に夫々接合
板１４、梁型枠５０の両側枠５１一端連結用の連結板１
６、柱型枠４０の各側枠４１上端連結用の連結片１７が
設けられた断面略四角形の２本の側部縦材２０とから成
り、前記コーナー縦材１０の接合板４の両接合部５に前
記各中部縦材１３の接合板１１と前記各側部縦材２０の
接合板１４とを平面鉤形状に接合し、一方、柱首型枠の
連結横枠体は、連結縦枠体２の中部縦材１３と同様に柱
型枠４０の各側枠４１上端連結用の連結板２３と接合板
２４とが適宜厚さに相対向された下部横材２７と、連結
縦枠体２の側部縦材２０と同様に下面及び外側面に夫々
接合板２８及び梁型枠５０の底枠５９一端連結用の連結
板３０が設けられた断面略四角形の上部横材３２とから
成り、この下部横材２７の接合板２４と上部横材３２の
接合板２８とを真直ぐに接合するようにしたから、ＲＣ
超高層システムの型枠施工時に、柱型枠４０の外径や、
梁型枠５０の横幅及び高さ等に対応させて、これらの厚
さに合った柱首型枠１の各連結縦枠体２の中部縦材１３
と各連結横枠体３の下部横材２７とに換えることができ
るため、柱型枠４０の各側枠４１の上端前後左右に各梁
型枠５０を一層簡単且つ迅速に、しかも確実に連結で
き、作業能率の向上を一層図ることができる。Moreover, in the connecting vertical frame body 2 of the post neck formwork 1, the joint parts 5 are bent on both sides of the joint plate 4 so that the joint surfaces are orthogonal to each other, and the column form 40 is provided at the outer lower end of the joint plate 4. Each side frame 41 of
One corner vertical member 10 each provided with a connecting piece 8 for connecting the upper end, two middle vertical members 13 with joining plates 11 facing each other with an appropriate thickness, one side surface, an outer side surface, and a lower surface. Joining plate 14 on the end face, respectively, both side frames 51 of beam form 50, connecting plate 1 for connecting one end
6, each side frame 41 of the pillar form 40, and two side vertical members 20 having a substantially square cross section provided with a connecting piece 17 for connecting the upper ends, and both joints of the joint plate 4 of the corner vertical member 10. The joint plate 11 of each of the middle vertical members 13 and the joint plate 14 of each of the side vertical members 20 are joined to the part 5 in a plane hook shape, while the connecting horizontal frame body of the pillar neck frame is a connecting vertical frame. Similarly to the middle vertical member 13 of the body 2, a lower horizontal member 27 in which the connecting plate 23 for connecting the upper ends of the side frames 41 of the pillar form 40 and the joining plate 24 face each other with an appropriate thickness, and a connecting vertical frame member. Similarly to the side vertical member 20 of FIG. 2, it is composed of an upper cross member 32 having a substantially rectangular cross section, which is provided with a joining plate 28 and a connecting plate 30 for connecting one end of the bottom frame 59 of the beam form 50 to the lower surface and the outer surface thereof, respectively. Since the joining plate 24 of the lower cross member 27 and the joining plate 28 of the upper cross member 32 are joined straightly, RC
When constructing a formwork for a super high-rise system, the outer diameter of the pillar formwork 40,
Corresponding to the lateral width and height of the beam form 50, the middle vertical member 13 of each connecting vertical frame body 2 of the post neck form 1 that matches these thicknesses.
Since it can be replaced with the lower horizontal member 27 of each connecting horizontal frame body 3, each beam form 50 can be connected more easily, quickly, and surely to the upper, lower, front, left, and right ends of the upper ends of the side frames 41 of the column form 40. Therefore, the work efficiency can be further improved.
更に、柱首型枠１の各連結縦枠体２の２本の中部縦材１
３と各連結横枠体３の下部横材２７とを、また、各連結
縦枠体２の２本の側部縦材２０と各連結横枠体３の上部
横材３２とを夫々共通の部材を使用することができるた
め、構成も簡単で安価に提供することができる。Further, the two middle vertical members 1 of each connecting vertical frame body 2 of the pillar neck formwork 1
3 and the lower horizontal member 27 of each connecting horizontal frame body 3, and the two lateral vertical members 20 of each connecting vertical frame body 2 and the upper horizontal member 32 of each connecting horizontal frame body 3 are common. Since a member can be used, the structure can be simple and the cost can be reduced.
図面はこの考案の一実施例を示すもので、第１図は分解
斜視図、第２図は柱首型枠に柱型枠及び梁型枠を連結し
た状態の平面図、第３図は同上の一部切欠正面図であ
る。 １……柱首型枠、２……連結縦枠体、３……連結横枠
体、４……接合板、５……接合部、６……接合孔、７…
…連結孔、８……連結片、９……補強片、１０……コー
ナー縦材、１１……接合板、１２……接合孔、１３……
中部縦材、１４……接合板、１５……接合孔、１６……
連結板、１７……連結片、１８……連結孔、１９……連
結孔、２０……側部縦材、２１……接合ボルト、２２…
…ナット、２３……連結板、２４……接合板、２５……
連結孔、２６……接合孔、２７……下部横材、２８……
接合板、２９……接合孔、３０……連結板、３１……連
結孔、３２……上部横材、３３……接合ボルト、３４…
…ナット、 ４０……柱型枠、４１……側枠、４２……ボルト挿通
孔、４３……ピン差込孔、４４……連結ボルト、４５…
…クサビピン、 ５０……梁型枠、５１……側枠、５２……側部補強材、
５３……ネジ、５４……側部連結板、５５……ボルト挿
通孔、５６……ピン差込孔、５７……連結ボルト、５８
……クサビピン、５９……底枠、６０……底部連結板、
６１……ボルト挿通孔、６２……ピン差込孔、６３……
連結ボルト、６４……クサビピン。FIG. 1 shows an embodiment of the present invention. FIG. 1 is an exploded perspective view, FIG. 2 is a plan view in which a column form and a beam form are connected to a column neck form, and FIG. It is a partially cutaway front view of FIG. 1 ... Column neck formwork, 2 ... Connection vertical frame, 3 ... Connection horizontal frame, 4 ... Joining plate, 5 ... Joining part, 6 ... Joining hole, 7 ...
Connection holes, 8 Connection pieces, 9 Reinforcement pieces, 10 Corner vertical members, 11 Joining plates, 12 Joining holes, 13
Central part vertical member, 14 ... Joining plate, 15 ... Joining hole, 16 ...
Connection plate, 17 ... Connection piece, 18 ... Connection hole, 19 ... Connection hole, 20 ... Side vertical member, 21 ... Joining bolt, 22 ...
… Nuts, 23 …… Connecting plates, 24 …… Joining plates, 25 ……
Connection hole, 26 ... Joining hole, 27 ... Lower horizontal member, 28 ...
Joining plate, 29 ... Joining hole, 30 ... Connecting plate, 31 ... Connecting hole, 32 ... Upper horizontal member, 33 ... Joining bolt, 34 ...
... Nuts, 40 ... Column form, 41 ... Side frames, 42 ... Bolt insertion holes, 43 ... Pin insertion holes, 44 ... Connecting bolts, 45 ...
... wedge pin, 50 ... beam form, 51 ... side frame, 52 ... side reinforcement,
53 ... screw, 54 ... side connecting plate, 55 ... bolt insertion hole, 56 ... pin insertion hole, 57 ... connecting bolt, 58
...... wedge pin, 59 …… bottom frame, 60 …… bottom connecting plate,
61 ... Bolt insertion hole, 62 ... Pin insertion hole, 63 ...
Connecting bolt, 64 ... Wedge pin.
Claims (3)
相互間に真直ぐな連結横枠体が適宜手段にて夫々接合さ
れた柱首型枠を形成し、この柱首型枠を柱型枠の各側枠
の上端に載置して、各連結縦枠体の下端及び各連結横枠
体の下部底面と柱型枠の各側枠上端とを夫々連結すると
共に、各連結縦枠体の側部外側面と梁型枠の両側枠一端
とを連結し、更に各連結横枠体の上部外側面と梁型枠の
底枠一端とを連結したことを特徴とする柱首型枠装置。1. A pillar neck frame is formed by connecting straight connecting horizontal frame members to each other by appropriate means between the lower ends of the connecting vertical frame members having a plurality of plane hook shapes. The frame is placed on the upper end of each side frame of the pillar formwork, and the lower end of each connecting vertical frame body and the lower bottom surface of each connecting horizontal frame body and the upper end of each side frame of the column formwork are connected together, and A column characterized by connecting the side outer surface of the connecting vertical frame body and one end of both sides of the beam formwork, and further connecting the upper outer surface of each connecting horizontal frame body and one end of the bottom formwork of the beam formwork. Neck formwork device.
に接合面が互いに直交するような接合部が折曲げられ、
且つ接合板の外側下端に柱型枠の各側枠上端連結用の連
結片が夫々配設された１本のコーナー縦材と、接合板が
適宜厚さに相対向された２本の中部縦材と、一側面、外
側面、下端面に夫々接合板、梁型枠の両側枠一端連結用
の連結板、柱型枠の各側枠上端連結用の連結片が設けら
れた断面略四角形の２本の側部縦材とから成り、前記コ
ーナー縦材の接合板の両接合部に前記各中部縦材の接合
板と前記各側部縦材の接合板とを平面鉤形状に接合した
請求項１記載の柱首型枠装置。2. A connection vertical frame body of a post neck form is formed by bending a joint portion on both sides of a joint plate such that joint surfaces are orthogonal to each other,
Also, one corner vertical member in which connecting pieces for connecting the upper ends of the side frames of the column form are respectively provided at the outer lower ends of the joining plates, and two middle longitudinal members in which the joining plates are opposed to each other with an appropriate thickness. Material, one side surface, the outer side surface, the joining plate on each of the lower end surface, the connecting plate for connecting one end of both sides of the beam form, the connecting piece for connecting the upper end of each side frame of the column form It consists of two side vertical members, and the joint plate of each of the middle vertical members and the joint plate of each of the lateral vertical members are joined to each other at both joints of the joint plate of the corner vertical member in a plane hook shape. The column neck formwork device according to Item 1.
部縦材と同様に柱型枠の各側枠上端連結用の連結板と接
合板とが適宜厚さに相対向された下部横材と、連結縦枠
体の側部縦材と同様に下面及び外側面に夫々接合板及び
梁型枠の底枠一端連結用の連結板が設けられた断面略四
角形の上部横材とから成り、この下部横材の接合板と上
部横材の接合板とを真直ぐに接合した請求項１記載の柱
首型枠装置。3. The connecting horizontal frame body of the pillar neck formwork has a connecting plate and an adjoining plate for connecting the upper ends of the side frames of the pillar formwork relative to each other, as in the middle vertical member of the connecting vertical frame body. An upper part of a substantially rectangular cross section with a facing lower horizontal member and a connecting plate for connecting the bottom plate and the bottom frame one end of the beam form, respectively, on the lower surface and the outer surface, as with the side vertical member of the connecting vertical frame. The column neck formwork apparatus according to claim 1, comprising a horizontal member, wherein the lower horizontal member and the upper horizontal member are joined together in a straight line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988011077U JPH0612124Y2 (en) | 1988-01-29 | 1988-01-29 | Pillar formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1988011077U JPH0612124Y2 (en) | 1988-01-29 | 1988-01-29 | Pillar formwork device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01118044U JPH01118044U (en) | 1989-08-09 |
| JPH0612124Y2 true JPH0612124Y2 (en) | 1994-03-30 |
Family
ID=31219310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1988011077U Expired - Lifetime JPH0612124Y2 (en) | 1988-01-29 | 1988-01-29 | Pillar formwork device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0612124Y2 (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5211133A (en) * | 1975-07-17 | 1977-01-27 | Sony Corp | Electroplating bath |
| JPS6023552B2 (en) * | 1978-10-05 | 1985-06-07 | シャープ株式会社 | Image signal processing device |
| JPS6286270A (en) * | 1985-10-14 | 1987-04-20 | 三井建設株式会社 | Slab construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6023552U (en) * | 1983-07-25 | 1985-02-18 | 大西 義司 | concrete formwork |
-
1988
- 1988-01-29 JP JP1988011077U patent/JPH0612124Y2/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5211133A (en) * | 1975-07-17 | 1977-01-27 | Sony Corp | Electroplating bath |
| JPS6023552B2 (en) * | 1978-10-05 | 1985-06-07 | シャープ株式会社 | Image signal processing device |
| JPS6286270A (en) * | 1985-10-14 | 1987-04-20 | 三井建設株式会社 | Slab construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01118044U (en) | 1989-08-09 |
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