JPH081100B2 - Construction method and equipment for temporary gantry - Google Patents

Construction method and equipment for temporary gantry

Info

Publication number
JPH081100B2
JPH081100B2 JP63193878A JP19387888A JPH081100B2 JP H081100 B2 JPH081100 B2 JP H081100B2 JP 63193878 A JP63193878 A JP 63193878A JP 19387888 A JP19387888 A JP 19387888A JP H081100 B2 JPH081100 B2 JP H081100B2
Authority
JP
Japan
Prior art keywords
shaped
groove
metal fitting
receiving plate
temporary gantry
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
JP63193878A
Other languages
Japanese (ja)
Other versions
JPH0243463A (en
Inventor
正一郎 尾辻
Original Assignee
ブルマン株式会社
有限会社日幸開発
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 by ブルマン株式会社, 有限会社日幸開発 filed Critical ブルマン株式会社
Priority to JP63193878A priority Critical patent/JPH081100B2/en
Publication of JPH0243463A publication Critical patent/JPH0243463A/en
Publication of JPH081100B2 publication Critical patent/JPH081100B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は重仮設構台の構築法及びその装置に関するも
のである。
The present invention relates to a method for constructing a heavy temporary gantry and its apparatus.

「従来の技術」 従来の万力利用接続金具による重仮設構台では第11図
に示すようにH形鋼による立柱間にコ形又はH形鋼によ
る水平形材を水平方向に架設するに際し、形材相互を上
記立柱の外側にL形又はT形に直交支持させることがで
きた。しかし第11図に示すように立柱が2列の場合は良
いが、3列以上になると水平形材を立柱の外側に十字状
に交差させる必要があり、L形又はT形交差では上記3
列以上の立柱に対応し難いばかりでなく1個の立柱に接
して上下段に水平形材を交差させ、かつ該立柱に強力に
接合させ難く安全性に欠けるという問題がある。
“Prior art” In the conventional heavy temporary gantry with vise-utilized connecting fittings, as shown in Fig. 11, when horizontally arranging a U-shaped or H-shaped horizontal section between vertical columns made of H-section steel, It was possible to support the members to each other orthogonally in an L-shape or a T-shape on the outside of the vertical pillar. However, as shown in FIG. 11, it is preferable that the vertical columns have two rows, but if the number of rows is three or more, it is necessary to cross the horizontal members outside the vertical columns in a cross shape.
Not only is it difficult to deal with standing columns of more than rows, but there is also the problem that it is difficult to make horizontal profiles cross the upper and lower stages in contact with one standing column, and it is difficult to strongly join the standing columns, resulting in a lack of safety.

又従来の1個の万力利用接続金具では直立相互直交面
及び水平面の直交3平面に沿うブレースの取付が困難で
あるという問題がある。
Further, there is a problem in that it is difficult to attach the brace along the three perpendicular planes of the upright mutually orthogonal planes and the horizontal plane with the conventional single vise connection fitting.

「発明が解決しようとする問題点」 本発明は万力利用接続金具によって立柱の外側面に面
接して水平方向の形材を互に上下段に十字状に交差支持
する方法及び装置及び1個の万力利用接続金具に直交3
平面に沿うブレースを取付ける装置を得ることを目的と
するものである。
[Problems to be Solved by the Invention] The present invention is a method and apparatus for cross-supporting horizontal shape members in a cross shape in upper and lower steps by face-to-face contact with the outer surface of a vertical column by means of a vise connection fitting. 3 orthogonal to the vise connection fitting
The purpose is to obtain a device for mounting a brace along a plane.

「問題点を解決するための手段」 上記目的を達成するため本発明は溝形金具の一端に溝
と直交する受板を一体に接続し、該受板に上記金具の溝
に沿って切欠溝を形成してなる複数の接続金具を上向及
び下向に用い、上記溝及び切欠溝に形鋼による立柱のフ
ランジを挿入し、上記溝形金具の両外側から上記溝内に
ボルトを対向方向に螺入して該ボルトの先端によって上
記フランジの両側面を挾持して上記上向及び下向接続金
具を該フランジに止着し、これらの接続金具の上向及び
下向受板間に互に上下段に横方向に交差するコ形形材を
挾持し、該上下段交差コ形形材の本体背面をそれぞれ上
記立柱に面接し、かつ上下段交差コ形形材の上下重合フ
ランジ相互、上向及び下向受板と重合する上記交差コ形
形材のフランジとを万力で挾持することによって上記交
差コ形形材を上記立柱に支持することを特徴とする仮設
喉台の構築法 コ形形材に代えてH形形材を用いる上記第1発明記載
の仮設構台の構築法 溝形金具の一端に受板を一体に接続し、該受板を上記
金具の溝に沿って切欠溝を形成し、該金具の両外側から
該溝内にボルトを対向方向に螺入し、該切欠溝及び上記
受板と直交する補強板を上記溝形金具の両側に設け、該
溝形金具の他端から該金具の背面に沿って腕を突設し、
該腕の先端部に上記溝の方向と直交するボルト孔を穿設
し、該補強板及び上記受板の両側部にボルト孔を穿設し
てなる仮設構台の構築装置 受板とこれに接するコ形形材のフランジとを挾持する
万力を備えた前記第3発明記載の仮設構台の構築装置 コ形形材に代えてH形形材である前記第4発明記載の
仮設構台の構築装置 コ形形材に代えてL形形材である上記第4発明記載の
仮設構台の構築装置 万力がC形金具の両端に設けた共通中心線上の螺孔に
ボルトを螺入し、該ボルト間に受板及びフランジを挾持
する上記第4、第5又は第6の発明にそれぞれ記載の仮
設構台の構築装置 ボルトの対向端面に突出刃を設けた上記第7発明記載
の仮設構台の構築装置 C形金具の中央部に突起を設け、該突起に共通中心線
上の中央ボルト孔を穿設し、該ボルト孔に挿入した中央
ボルトの頭部及び先端部に両端螺孔に螺入したボルトの
先端部を対向させた上記第7又は第8発明記載の仮設構
台の構築装置 突起に受板挿入溝を形成し受板のボルト孔と中央ボル
ト孔とを符合させるよう形成した前記第9発明記載の仮
設構台の構築装置 中央ボルト孔に代えて中央螺孔である前記第8、第9
記載の仮設構台の構築装置 中央ボルトの頭部及び先端部螺合ナットに突出刃を設
けた上記第9、第10発明記載の仮設構台の構築装置によ
って構成するものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention integrally connects a receiving plate orthogonal to the groove to one end of the groove-shaped metal fitting, and the notch groove along the groove of the metal fitting in the receiving plate. Using a plurality of connecting metal fittings that are formed upwards and downwards, insert the flange of the vertical column made of shaped steel into the groove and the notch groove, and insert bolts from both outsides of the groove metal fitting in the groove in opposite directions. Screw it into the flange and clamp both side surfaces of the flange by the tip of the bolt to fasten the upward and downward connecting fittings to the flange, and to secure the upward and downward receiving plates of these connecting fittings to each other. Holding a U-shaped profile that intersects the upper and lower tiers in the lateral direction, the main body back surfaces of the upper and lower tiered crossed U-shaped profiles are respectively in contact with the vertical columns, and the upper and lower overlapping flanges of the upper and lower tiered crossed U-shaped structs, To clamp the upward and downward receiving plates and the flange of the crossed U-shaped section that overlaps with a vise Therefore, the method for constructing a temporary throat base characterized by supporting the cross-shaped section on the vertical column. The method for constructing a temporary gantry according to the first aspect of the present invention, wherein an H-section is used instead of the co-section. A receiving plate is integrally connected to one end of the metal fitting, the receiving plate is formed with a notch groove along the groove of the metal fitting, and bolts are screwed into the groove in opposite directions from both outsides of the metal fitting to form the notch. Reinforcing plates that are orthogonal to the groove and the receiving plate are provided on both sides of the groove-shaped metal fitting, and arms are projected from the other end of the groove-shaped metal fitting along the back surface of the metal fitting.
A construction device for a temporary gantry in which a bolt hole perpendicular to the direction of the groove is formed in the tip of the arm, and bolt holes are formed in both sides of the reinforcing plate and the receiving plate. Construction device for temporary gantry according to the third invention, which is equipped with a vise that holds a flange of a U-shaped member. Construction device for temporary gantry according to the fourth invention, which is an H-shaped member instead of the U-shaped member. The construction device for a temporary gantry according to the fourth aspect of the present invention, which is an L-shaped member instead of the U-shaped member, is screwed into a screw hole on a common center line provided at both ends of the C-shaped metal fitting, and the bolt is screwed into the screw hole. Construction device for temporary gantry according to each of the fourth, fifth, and sixth inventions that sandwiches a receiving plate and a flange between them. Construction device for a temporary gantry according to the seventh invention, in which projecting blades are provided on opposite end faces of bolts. A protrusion is provided at the center of the C-shaped metal fitting, and a central bolt hole on the common center line is bored in the protrusion, The construction device for the temporary gantry according to the seventh or eighth invention, wherein the head and the tip of the central bolt inserted into the hole are opposed to the tips of the bolts screwed into the screw holes at both ends. The construction device for a temporary gantry according to the ninth invention, which is formed so as to match the bolt hole of the receiving plate with the central bolt hole. The eighth and ninth embodiments, in which the central bolt hole is replaced by a central screw hole.
The construction device for a temporary gantry described above is constructed by the construction device for a temporary gantry according to the ninth and tenth aspects of the present invention, in which a projecting blade is provided on the head and tip screw nuts of the central bolt.

「作用」 従って溝形金具1の溝3及び受板2の切欠溝4に立柱
6のフランジ7を挿入し、溝3の両外側からボルト9、
9を対向方向に螺進させて該フランジ7の両側を挾持す
ることによって立柱6の上記フランジ7に2個の接続金
具5、5を上向及び下向に止着することができる。そし
て上向及び下向になった受板2、2間に第1図及び第2
図に示すように水平方向のコ形形材11、11を立柱6の外
側面に沿って十字状に2段に挾持することができる。そ
して十字状に交差する該コ形形材11、11は相互に接触重
合するフランジ8、8を万力13で挾持し、かつ上向受板
2と下段のコ形形材11の下側フランジ8とを万力13で挾
持し、さらに下向受板2と上段のコ形形材11の上側フラ
ンジ8とを万力13で挾持することによって上記十字状交
差形材11、11は1個の立柱6に上記接続金具5、5及び
万力13、13、13の力で止着される。上記コ形形材11、11
に代えてH形形材12を用いても差支えない。そして第1
図及び第2図に示すように上段のコ形形材11は本体の背
面が立柱6の縦2条のフランジ7、7の先端に面接触
し、下段のコ形形材11は本体の背面は立柱6のフランジ
7の側面に面接触する。又第12図に示すようにコ形形材
11に代えてH形形材を用いることができるが、下段のH
形形材の横2条のフランジが立柱6のフランジ7、7側
面の面に接するが、上段のH形形材の横2条のフランジ
は立柱6の縦2条のフランジ7、7の先端に接し、上段
では立柱のフランジ7、7と横材(H形形鋼)の横向フ
ランジとが接し、下段の横向H形形鋼の横フランジと立
柱6のフランジ7、7の側面とが接触して摩擦力が大と
なる。
"Operation" Therefore, the flanges 7 of the uprights 6 are inserted into the grooves 3 of the groove-shaped fitting 1 and the notch grooves 4 of the receiving plate 2, and the bolts 9
By screwing 9 in opposite directions and holding both sides of the flange 7, two connecting fittings 5 and 5 can be fixed to the flange 7 of the upright 6 upward and downward. Then, as shown in FIG. 1 and FIG.
As shown in the drawing, the horizontal U-shaped members 11, 11 can be held in two steps in a cross shape along the outer surface of the upright pillar 6. The cross-shaped U-shaped members 11 and 11 sandwich the flanges 8 and 8 which are contact-polymerized with each other with a vise 13, and the lower flanges of the upward receiving plate 2 and the lower U-shaped member 11. 8 and 8 are clamped by a vise 13, and further, the downward receiving plate 2 and the upper flange 8 of the U-shaped member 11 on the upper stage are clamped by a vise 13 so that the cross-shaped cross members 11, 11 are one. It is fixed to the upright pillar 6 by the force of the connecting fittings 5 and 5 and the vise 13, 13, 13. Above U-shaped profile 11, 11
Alternatively, the H-shaped section 12 may be used instead. And the first
As shown in Fig. 2 and Fig. 2, the back of the main body of the U-shaped profile 11 in the upper stage is in surface contact with the tips of the two vertical flanges 7 and 7 of the vertical column 6, and the U-shaped profile 11 in the lower stage is the back side of the main unit. Makes surface contact with the side surface of the flange 7 of the upright pillar 6. Also, as shown in Fig. 12, U-shaped material
H-shaped material can be used instead of 11, but the lower H-shaped
The two horizontal flanges of the profile contact the side surfaces of the flanges 7 and 7 of the vertical column 6, but the two horizontal flanges of the H profile in the upper row are the tips of the two vertical flanges 7 and 7 of the vertical column 6. In the upper stage, the flanges 7 and 7 of the vertical column and the horizontal flange of the horizontal member (H-shaped steel) are in contact, and the horizontal flange of the horizontal H-shaped steel in the lower stage and the side faces of the flanges 7 and 7 of the vertical column 6 are in contact. Then the frictional force becomes large.

又上記接続金具5を1個用い、これを立柱6のフラン
ジ7に上述のように止着し第3図及び第8図仮想線で示
すように受板2の上下面に互に直交するL形形材19、19
のフランジ19′、19′を重合し該フランジ19′、19′及
び受板2を万力13で挾持することによって水平方向の十
字状交差L形形材19、19を立柱6に止着することができ
る。
Also, one connecting fitting 5 is used, which is fixed to the flange 7 of the upright pillar 6 as described above, and the upper and lower surfaces of the receiving plate 2 are orthogonal to each other as shown by phantom lines in FIGS. 3 and 8. Section material 19, 19
The horizontal cross-shaped L-shaped members 19, 19 are fastened to the uprights 6 by overlapping the flanges 19 ', 19' of FIG. 1 and holding the flanges 19 ', 19' and the receiving plate 2 with a vise 13. be able to.

立柱6のフランジ7は垂直であり、該フランジ7に止
着した上記接続金具5の受板2は水平であり、補強板14
は垂直であって上記フランジ7と直交し、腕15も垂直で
あって上記フランジ7と平行であるから、受板2に穿設
したボルト孔18には水平ブレースの一端をボルト止め
し、補強板14のボルト孔17には垂直ブレース28の一端を
ボルト止めし、腕15のボルト孔16には上記垂直ブレース
28と直交する垂直ブレース29の一端をボルト止めするこ
とができる。即ち直交3平面内にそれぞれ配設されるブ
レースを1個の接続金具5に接続することができる。そ
して腕15のボルト孔16に挿通するボルト30の両端に2個
のブレース29、29を互に反対方向(対称方向)に設ける
ことができる(第2図にその状態を示す)。
The flange 7 of the upright 6 is vertical, the receiving plate 2 of the connecting fitting 5 fixed to the flange 7 is horizontal, and the reinforcing plate 14 is
Is vertical and orthogonal to the flange 7, and the arm 15 is also vertical and parallel to the flange 7. Therefore, one end of the horizontal brace is bolted to the bolt hole 18 formed in the receiving plate 2 for reinforcement. One end of a vertical brace 28 is bolted to the bolt hole 17 of the plate 14, and the vertical brace is attached to the bolt hole 16 of the arm 15.
One end of a vertical brace 29 orthogonal to 28 can be bolted. That is, the braces respectively arranged in the three orthogonal planes can be connected to one connecting fitting 5. Then, two braces 29, 29 can be provided at opposite ends (symmetrical direction) of the bolt 30 inserted through the bolt hole 16 of the arm 15 (the state is shown in FIG. 2).

第10図に示す万力13では中央ボルト25の両端突出刃2
2、22とそれぞれ対向するボルト10、10の端面の突出刃2
2、22との間に互に直交するL形形材19、19のフランジ1
9′、19′を挾持し受板2の両側に該形材19、19を止着
することができる。
In the vise 13 shown in FIG.
Projecting blades 2 on the end faces of bolts 10 and 10 facing 2 and 22, respectively
Flange 1 of L-shaped members 19 and 19 which are mutually orthogonal between 2 and 22
9'and 19 'can be held and the shape members 19 can be fixed to both sides of the receiving plate 2.

「実施例」 溝形金具1の一端に該金具1と直交する方形受板2を
一体に設け、該受板2の4隅にボルト孔18を穿設する。
そしてこの受板2に上記金具1の溝3に沿って切欠溝4
を形成して接続金具5を形成し、溝形金具1の両外側に
形成した一直線上の螺孔9′、9′にボルト9、9を外
側から対向方向に溝3に向って螺入する。上記受板2に
は該受板2及び上記切欠溝4と直交する補強板14を上記
溝形金具1の背面両側に設け、該溝形金具1の他端から
該金具1の背面に沿って腕15を溝3の方向に突設する。
この腕15の先端部には上記溝3の方向と直交するボルト
孔16を穿設し、かつ上記補強板14の両側部にもボルト孔
17、17を穿設する。このようにした装置には上記受板2
とこれに接するコ形形材11、H形形材12又はL形形材19
のフランジ8、19′とを挾持する万力13を備えるもので
ある。この万力13はC形金具20の両端に設けた共通中心
線上に設けた螺孔10′、10′にボルト10、10を螺入して
なるもので該ボルト10、10の対向端面に突出刃22、22を
設ける。又C形金具20の中央に突起23を設け、該突起23
に共通中心線上の中央ボルト孔18を穿設し、該ボルト孔
18に挿入した中央ボルト25の頭部及び先端部に上記両端
螺孔10′に螺入したボルト10の先端部を対向させる。中
央ボルト25の頭部及び先端部又は先端部螺合ナット27に
は突出刃22を設け、上記突起23には受板挿入溝26を形成
し受板2のボルト孔18と中央ボルト孔24とを符合させ
る。
[Example] A square support plate 2 orthogonal to the metal fitting 1 is integrally provided at one end of the groove-shaped metal fitting 1, and bolt holes 18 are formed at four corners of the support plate 2.
Then, the receiving plate 2 is provided with a notch groove 4 along the groove 3 of the metal fitting 1.
To form the connection fitting 5 and screw the bolts 9 and 9 into the straight screw holes 9 ′ and 9 ′ formed on both outsides of the groove-shaped fitting 1 from the outside toward the groove 3 in the opposite direction. . Reinforcing plates 14 which are orthogonal to the receiving plate 2 and the cutout grooves 4 are provided on the receiving plate 2 on both sides of the back surface of the groove-shaped metal fitting 1, and the other end of the groove-shaped metal fitting 1 extends along the back surface of the metal fitting 1. The arm 15 is projected in the direction of the groove 3.
Bolt holes 16 perpendicular to the direction of the groove 3 are formed at the tip of the arm 15, and bolt holes are also formed at both sides of the reinforcing plate 14.
Drill 17 and 17. The above-mentioned receiving plate 2 is included in the device thus constructed.
And the U-shaped profile 11, H-shaped profile 12 or L-shaped profile 19 that is in contact with this
It has a vise 13 for holding the flanges 8 and 19 '. The vise 13 is formed by screwing bolts 10 and 10 into screw holes 10 'and 10' provided on the common center line provided at both ends of the C-shaped metal fitting 20. The vise 13 projects to the opposite end faces of the bolts 10 and 10. Blades 22, 22 are provided. Further, a protrusion 23 is provided at the center of the C-shaped metal fitting 20, and the protrusion 23
A central bolt hole 18 on the common center line in the
The head portion and the tip portion of the central bolt 25 inserted in 18 are opposed to the tip portions of the bolts 10 screwed into the both-end screw holes 10 '. The head of the central bolt 25 and the tip portion or the threaded nut 27 of the tip portion are provided with a projecting blade 22, the receiving plate insertion groove 26 is formed in the projection 23, and the bolt hole 18 of the receiving plate 2 and the central bolt hole 24 are formed. To match.

本発明では又複数の上記接続金具5を上向及び下向に
用い、上記溝3及び切欠溝4にH形鋼による立柱6のフ
ランジ7を挿入し上記溝形金具1の両外側から上記溝3
内にボルト9、9を螺入することによって上記上向及び
下向接続金具5、5を上記フランジ7に止着するもので
ある。そして上記及び下向受板2、2間に互に直交する
H形又はコ形形材11、11を挾持する。そしてこの直交形
材11、11の重合フランジ8、8相互を万力13で挾持し、
上向及び下向受板2、2と重合する上記直交形材11、11
のフランジ8、8とを万力13で挾持することによって該
直交形材11、11を立柱6の直交両側面に止着することが
できる。
In the present invention, a plurality of the above-mentioned connecting fittings 5 are used upward and downward, and the flanges 7 of the vertical columns 6 made of H-shaped steel are inserted into the above-mentioned grooves 3 and the notch grooves 4 so that the above-mentioned groove fittings are provided from both outer sides of the above-mentioned groove-like fittings 1. Three
The upward and downward connecting fittings 5, 5 are fixed to the flange 7 by screwing bolts 9, 9 therein. Then, the H-shaped or U-shaped members 11, 11 which are orthogonal to each other are sandwiched between the above and the downward receiving plates 2, 2. Then, the overlapping flanges 8 and 8 of the orthogonal shape members 11 and 11 are clamped with a vise 13,
The above-mentioned orthogonal cross-section members 11 and 11 which are overlapped with the upward and downward receiving plates 2 and 2.
By holding the flanges (8) and (8) with a vise (13), the orthogonal shape members (11, 11) can be fixed to both side surfaces of the upright column (6).

「効果」 本発明は上述の方法によったので重仮設構台における
立柱6を3列以上に拡大した場合でも水平方向の形材11
と立柱6との面と面又は面とフランジとの接触によって
縦横に上記立柱6、6を接続し得て上記構台を強化しか
つ横幅の広い構台の安全性を向上することができる。
[Effect] Since the present invention is based on the above-described method, even if the vertical columns 6 in the heavy temporary gantry are expanded to three or more rows, the horizontal shape members 11
The vertical columns and the vertical columns can be connected to each other by the contact between the surfaces of the vertical columns 6 and the surfaces of the vertical columns or the flanges of the vertical columns 6, thereby strengthening the gantry and improving the safety of the wide gantry.

又本発明は上述の装置によったので上記効果を発揮し
得るばかりでなく立柱6、6間の3方向平面に沿ってブ
レース28、29を容易に張設し得る効果を有するし、1個
の上記接続金具5によって立柱6に直交L形形材19、19
を止着し得る便益がある。
Since the present invention is based on the above-mentioned device, not only can the above-mentioned effects be exhibited, but also the braces 28 and 29 can be easily stretched along the three-direction planes between the uprights 6 and 6. Orthogonal L-shaped members 19, 19 to the upright 6 by the above-mentioned connecting fitting 5 of
There is a benefit that can be fixed.

【図面の簡単な説明】 第1図は本発明の仮設構台の構築法を示す正面図、第2
図は第1図A−A線による側面図、第3図は接続金具の
平面図、第4図は第3図の正面図、第5図は第3図を左
方から見た側面図、第6図は接続金具の斜視図、第7図
は該金具の使用状況の側面図、第8図はL形形材止着状
態の側面図、第9図は万力の側面図、第10図は突起を設
けた万力の側面図、第11図は従来の仮設構台の斜視図、
第12図はコ形形材に代えH形形材を用いた状態の側面略
図である。 1……溝形金具、2……受板、3……溝、4……切欠
溝、5……接続金具、6……立柱、7、8……フラン
ジ、9、10……ボルト、11……コ形形材、12……H形形
材、13……万力、14……補強板、15……腕、16、17、18
……ボルト孔、19……L形形状、20……C形金具、21…
…螺孔、22……突出刃、23……突起、24……中央ボルト
孔、25……中央ボルト、25′……頭部、25″……先端
部、26……受板挿入溝、27……先端部螺合ナット。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a front view showing a construction method of a temporary gantry of the present invention, and FIG.
1 is a side view taken along the line AA in FIG. 1, FIG. 3 is a plan view of a connecting fitting, FIG. 4 is a front view of FIG. 3, and FIG. 5 is a side view of FIG. 3 seen from the left. FIG. 6 is a perspective view of the connection fitting, FIG. 7 is a side view of the usage status of the fitting, FIG. 8 is a side view of the L-shaped member fixed state, and FIG. 9 is a side view of a vise. Figure is a side view of a vise with protrusions, Figure 11 is a perspective view of a conventional temporary gantry,
FIG. 12 is a schematic side view showing a state in which an H-shaped section is used instead of the U-shaped section. 1 ... Channel type metal fitting, 2 ... Support plate, 3 ... Groove, 4 ... Notch groove, 5 ... Connection metal fitting, 6 ... Vertical pillar, 7, 8 ... Flange, 9, 10 ... Bolt, 11 …… U-shaped material, 12 …… H-shaped material, 13 …… Vise, 14 …… Reinforcing plate, 15 …… Arm, 16, 17, 18
…… Bolt hole, 19 …… L-shaped, 20 …… C-shaped metal fitting, 21…
… Screw hole, 22 …… Projecting blade, 23 …… Projection, 24 …… Center bolt hole, 25 …… Center bolt, 25 ′ …… Head, 25 ″ …… Tip part, 26 …… Receiving plate insertion groove, 27 …… Tip screwed nut.

フロントページの続き (56)参考文献 実願昭56−107158号(実開昭58−13306 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) 実願昭55−49570号(実開昭56−149711 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U)Continuation of the front page (56) References Microfilm (JP, U), which is a photograph of the contents of the specification and drawings attached to the application for Japanese Patent Application No. 56-107158 (No. 58-13306, Japanese Utility Model) A microfilm (JP, U) of the contents and drawings attached to the application for 55-49570 (Shokaisho 56-149711)

Claims (12)

【特許請求の範囲】[Claims] 【請求項1】溝形金具の一端に溝と直交する受板を一体
に接続し、該受板に上記金具の溝に沿って切欠溝を形成
してなる複数の接続金具を上向及び下向に用い、上記溝
及び切欠溝に形鋼による立柱のフランジを挿入し、上記
溝形金具の両外側から上記溝内にボルトを対向方向に螺
入して該ボルトの先端によって上記フランジの両側面を
挾持して上記上向及び下向接続金具を該フランジに止着
し、これらの接続金具の上向及び下向受板間に互に上下
段に横方向に交差するコ形形材を挾持し、該上下段交差
コ形形材の本体背面をそれぞれ上記立柱に面接し、かつ
上下段交差コ形形材の上下重合フランジ相互、上向及び
下向受板と重合する上記交差コ形形材のフランジとを万
力で挾持することによって上記交差コ形形材を上記立柱
に支持することを特徴とする仮設構台の構築法。
1. A plurality of connecting metal fittings each having a receiving plate which is orthogonal to the groove and integrally connected to one end of the groove-shaped metal fitting, and a notch groove being formed along the groove of the metal fitting in the receiving plate. The vertical column flanges made of shaped steel are inserted into the groove and the notched groove, and bolts are screwed into the groove in opposite directions from both outer sides of the groove-shaped metal fitting, and both ends of the flange are attached by the tip of the bolt. Hold the above-mentioned upward and downward connecting metal fittings on the flange by sandwiching the surface, and between the upward and downward receiving plates of these connecting metal fittings, form a U-shaped material that crosses each other in the upper and lower stages in the lateral direction. The above-mentioned cross-shaped U-shape that is held by the upper and lower cross-shaped U-shaped members, and the main body back surface of the upper and lower cross-shaped U-shaped members is face-to-face with the vertical columns By supporting the flange of the profile with a vise, it is possible to support the cross-shaped profile on the vertical column. Construction method of temporary gantry to butterflies.
【請求項2】コ形形材に代えてH形形材を用いる請求項
(1)記載の仮設構台の構築法。
2. The method for constructing a temporary gantry according to claim 1, wherein an H-shaped section is used instead of the U-shaped section.
【請求項3】溝形金具の一端に受板を一体に接続し、該
受板に上記金具の溝に沿って切欠溝を形成し、該金具の
両外側から該溝内にボルトを対向方向に螺入し、該切欠
溝及び上記受板と直交する補強板を上記溝形金具の両側
に設け、該溝形金具の他端から該金具の背面に沿って腕
を突設し、該腕の先端部に上記溝の方向と直交するボル
ト孔を穿設し、該補強板及び上記受板の両側部にボルト
孔を穿設してなる仮設構台の構築装置。
3. A receiving plate is integrally connected to one end of the groove-shaped metal fitting, and notch grooves are formed in the receiving plate along the groove of the metal fitting, and bolts are opposed to the groove from both outsides of the metal fitting. A reinforcing plate orthogonal to the cutout groove and the receiving plate is provided on both sides of the groove-shaped metal fitting, and an arm is projected from the other end of the groove-shaped metal fitting along the back surface of the metal fitting. A construction device for a temporary gantry in which a bolt hole perpendicular to the direction of the groove is bored at a tip end portion thereof, and bolt holes are bored on both sides of the reinforcing plate and the receiving plate.
【請求項4】受板とこれに接するコ形形材のフランジと
を挾持する万力を備えた請求項(3)記載の仮設構台の
構築装置。
4. The construction device for a temporary gantry according to claim 3, further comprising a vise for holding the receiving plate and the flange of the U-shaped member in contact with the receiving plate.
【請求項5】コ形形材に代えてH形形材である請求項
(4)記載の仮設構台の構築装置。
5. The temporary gantry construction apparatus according to claim 4, wherein the U-shaped member is replaced by an H-shaped member.
【請求項6】コ形形材に代えてL形形材である請求項
(4)記載の仮設構台の構築装置。
6. The temporary gantry construction apparatus according to claim 4, wherein the U-shaped member is replaced by an L-shaped member.
【請求項7】万力がC形金具の両端に設けた共通中心線
上の螺孔にボルトを螺入し、該ボルト間に受板及びフラ
ンジを挾持する請求項(4)(5)又は(6)にそれぞ
れ記載の仮設構台の構築装置。
7. A vise in which a bolt is screwed into a screw hole on a common center line provided at both ends of a C-shaped metal fitting, and a receiving plate and a flange are sandwiched between the bolts (4), (5) or ( 6) The temporary gantry construction apparatus described in 6).
【請求項8】ボルトの対向端面に突出刃を設けた請求項
(7)記載の仮設構台の構築装置。
8. The construction device for a temporary gantry according to claim 7, wherein a projecting blade is provided on the opposite end surface of the bolt.
【請求項9】C形金具の中央部に突起を設け、該突起に
共通中心線上の中央ボルト孔を穿設し、該ボルト孔に挿
入した中央ボルトの頭部及び先端部に両端螺孔に螺入し
たボルトの先端部を対向させた請求項(7)又は(8)
記載の仮設構台の構築装置。
9. A protrusion is provided in the center of the C-shaped metal fitting, and a central bolt hole on the common center line is bored in the protrusion, and the head and the tip of the central bolt inserted into the bolt hole are provided with screw holes at both ends. The (7) or (8) according to claim 7, wherein the tips of the screwed bolts are opposed to each other.
Construction device for the temporary gantry described.
【請求項10】突起に受板挿入溝を形成し受板のボルト
孔と中央ボルト孔とを符合させるよう形成した請求項
(9)記載の仮設構台の構築装置。
10. The apparatus for constructing a temporary gantry according to claim 9, wherein a receiving plate insertion groove is formed in the protrusion so that the bolt hole of the receiving plate and the central bolt hole are aligned with each other.
【請求項11】中央ボルト孔に代えて中央螺孔である請
求項(9)又は(10)記載の仮設構台の構築装置。
11. The construction device for a temporary gantry according to claim 9, wherein the central bolt hole is replaced by a central screw hole.
【請求項12】中央ボルトの頭部及び先端部螺合ナット
に突出刃を設けた請求項(9)又は(10)記載の仮設構
台の構築装置。
12. The apparatus for constructing a temporary gantry according to claim 9, wherein a projecting blade is provided on the head of the central bolt and the threaded nut of the tip.
JP63193878A 1988-08-03 1988-08-03 Construction method and equipment for temporary gantry Expired - Lifetime JPH081100B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63193878A JPH081100B2 (en) 1988-08-03 1988-08-03 Construction method and equipment for temporary gantry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63193878A JPH081100B2 (en) 1988-08-03 1988-08-03 Construction method and equipment for temporary gantry

Publications (2)

Publication Number Publication Date
JPH0243463A JPH0243463A (en) 1990-02-14
JPH081100B2 true JPH081100B2 (en) 1996-01-10

Family

ID=16315245

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63193878A Expired - Lifetime JPH081100B2 (en) 1988-08-03 1988-08-03 Construction method and equipment for temporary gantry

Country Status (1)

Country Link
JP (1) JPH081100B2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924725Y2 (en) * 1980-04-11 1984-07-21 丸井産業株式会社 Assembly fittings for heavy temporary gantry
JPS57125682U (en) * 1981-01-30 1982-08-05
JPS5813306U (en) * 1981-07-17 1983-01-27 丸井産業株式会社 Assembly fittings for heavy temporary gantry
JPH0542707Y2 (en) * 1987-03-30 1993-10-27

Also Published As

Publication number Publication date
JPH0243463A (en) 1990-02-14

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