JPS5911525Y2 - Assembly fittings for heavy temporary gantry - Google Patents

Assembly fittings for heavy temporary gantry

Info

Publication number
JPS5911525Y2
JPS5911525Y2 JP3682580U JP3682580U JPS5911525Y2 JP S5911525 Y2 JPS5911525 Y2 JP S5911525Y2 JP 3682580 U JP3682580 U JP 3682580U JP 3682580 U JP3682580 U JP 3682580U JP S5911525 Y2 JPS5911525 Y2 JP S5911525Y2
Authority
JP
Japan
Prior art keywords
steel
tightening
main body
flange
fitting
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
JP3682580U
Other languages
Japanese (ja)
Other versions
JPS56136003U (en
Inventor
伸二郎 柚木
博昭 田中
徳彦 小原
Original Assignee
丸井産業株式会社
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 丸井産業株式会社 filed Critical 丸井産業株式会社
Priority to JP3682580U priority Critical patent/JPS5911525Y2/en
Publication of JPS56136003U publication Critical patent/JPS56136003U/ja
Application granted granted Critical
Publication of JPS5911525Y2 publication Critical patent/JPS5911525Y2/en
Expired legal-status Critical Current

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  • Mutual Connection Of Rods And Tubes (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 この考案はH形鋼杭及び溝形水平材等の鉄骨材を利用し
てトラック乗入用構台あるいはトロッコ用桟橋等、運搬
車輛や重機の乗入のための重仮設構台を組立てる際に使
用する重仮設構台の組立金具に関するものであり、特に
鉄骨杭のフランジ側面に平行して溝形鋼やアングルを接
合するために提供するものである。
[Detailed explanation of the invention] This invention utilizes steel frames such as H-shaped steel piles and channel-shaped horizontal members to construct heavy temporary structures such as truck entry platforms or trolley piers for the entry of transport vehicles and heavy equipment. This relates to assembly fittings for heavy temporary trestles used when assembling trestles, and is particularly provided for joining channel steel and angles parallel to the flange sides of steel piles.

従来、この種用途に使用される金具として実開昭52−
94013号があるが、これは鉄骨杭の片側フランジ上
において溝形水平材を取付けるものであるため、その片
側フランジに集中応力が働らきフランジの変形を生じ易
い。
Traditionally, the metal fittings used in this type of application were
No. 94013 is available, but since a channel-shaped horizontal member is installed on one side flange of a steel frame pile, concentrated stress acts on that one side flange, which tends to cause deformation of the flange.

それにこの種用途にあっては構台の垂直荷重に対し、水
平荷重は通常それの20%として設計されており、この
ため相当な締付力によって鉄骨杭と溝形水平材とを接合
する必要があるが、上記のような手段を採用した場合は
、溝形水平材のウエブ方向に強く締付けると該溝形水平
材の7ランジが内側に曲ったり、ウエブが外側に変形を
生じる。
Furthermore, in this type of application, the horizontal load is normally designed to be 20% of the vertical load of the gantry, so it is necessary to connect the steel piles and channel-shaped horizontal members with considerable tightening force. However, when the above-mentioned method is adopted, if the groove-shaped horizontal member is strongly tightened in the web direction, the seven flange of the groove-shaped horizontal member will bend inward, and the web will deform outward.

このため充分な締付力が得られない、と同時に、この溝
形水平材に対する締付方向が鉄骨杭の軸線に対して平行
であるから両者の結合力が弱く、力の伝達が悪い。
For this reason, sufficient tightening force cannot be obtained, and at the same time, since the tightening direction for this groove-shaped horizontal member is parallel to the axis of the steel pile, the bonding force between the two is weak, and force transmission is poor.

又、金具の反力方向の回転を止めるために上下の接続が
必要となる。
Additionally, upper and lower connections are required to stop the metal fittings from rotating in the direction of the reaction force.

従ってこの上下の接続後に鉄骨杭に取付けなければなら
ず、施工上においても非能率で、金型が大型化となる。
Therefore, it is necessary to attach it to the steel frame pile after connecting the upper and lower parts, which is inefficient in terms of construction and increases the size of the mold.

さらにこの形態の金具では鉄骨杭に対する溝形水平材の
接合は直交方向にのみ適応するものであり、溝形水平材
を斜材、すなわちプレース材として使用することができ
ず、又施工時においても多くの手間と労力がかかり安全
性、作業性の上でも充分でない。
Furthermore, with this type of fitting, the groove-shaped horizontal member can only be joined to the steel pile in the orthogonal direction, and the groove-shaped horizontal member cannot be used as a diagonal member, that is, a place member, and also during construction. It takes a lot of time and effort, and is not sufficient in terms of safety and workability.

又実公昭39−17032号による連結金具では横梁を
締付ける締付ボルトの軸線上においても締付力に対する
反力壁を全く備えていないため前記のような強い締付力
で締付けた場合は、支柱を締付けるフック状の締付ボル
トを中心に金具自体が回転を起し、それにこのような形
態の金具をこの考案のように重仮設構台に適応させるこ
とは極めて困難である。
In addition, the connecting fitting according to Utility Model Publication No. 39-17032 does not have any reaction wall against the tightening force on the axis of the tightening bolt that tightens the cross beam, so if it is tightened with the strong tightening force as mentioned above, the support The metal fitting itself rotates around the hook-shaped tightening bolt that tightens it, and it is extremely difficult to adapt this type of metal fitting to the heavy temporary gantry as in this invention.

この考案の組立金具は上記のような従来の欠点、問題点
を解消するためになされたもので、次にこの考案の組立
金具を実施例の図面に基づいて説明する。
The assembly fitting of this invention was made to solve the above-mentioned drawbacks and problems of the conventional art. Next, the assembly fitting of this invention will be explained based on the drawings of the embodiments.

第1図ないし第2図において、1は内側上面に溝形鋼C
の支承部2を設けた金具主体、3はこれの基端部1aに
おいて垂直方向の扶持溝4を有する扶持部で、これの前
後外側から内方に向って共通軸線a − a上で対向す
る雌ねじ部5,5を設けてある。
In Figures 1 and 2, 1 is a channel steel C on the inner upper surface.
3 is a supporting part having a vertical supporting groove 4 at its base end 1a, facing inwardly from the front and rear outside on a common axis a-a. Female threaded portions 5, 5 are provided.

6,6はこの雌ねじ部5,5に螺人して挾持部3内に収
容した鉄骨杭Aのフランジに対向して締付ける先端突起
付の締付ボルトであり、ハイテンションボルトにより鋼
材に対する効果的な喰込み力をもって強力に締付けるこ
とができる。
Reference numerals 6 and 6 designate tightening bolts with protrusions at the tips that are screwed into the internally threaded parts 5 and 5 and tightened against the flange of the steel pile A housed in the clamping part 3. It can be tightened strongly with a strong biting force.

7は金具主体1の先端部1bにあって上記溝形鋼Cのフ
ランジ側に近いウエブの背中を扶持するための空間8を
もった位置に設けた雌ねじ部で、その軸線b−bは該金
具主体支承部2の上面から適宜上方に位置すると共に前
記挾持部3の締付ボルトの軸線a − aに対して平面
的に平行している。
Reference numeral 7 denotes a female threaded portion provided at the tip 1b of the main body 1 with a space 8 for supporting the back of the web near the flange side of the channel steel C, and its axis b-b is It is located appropriately above the upper surface of the metal main body support part 2 and parallel to the axis a-a of the tightening bolt of the clamping part 3 in a plane.

9はこの雌ねじ部7に螺大して金具主体支承部2上に載
置した溝形鋼Cを締付ける先端突起付の締付ボルトであ
り、前記の締付ボルト6,6と同様にハイテンションボ
ルトにより鋼材に対する効果的な喰込力をもって強力に
締付けることができる。
Numeral 9 is a tightening bolt with a protrusion at the tip that is screwed into this female threaded portion 7 and tightens the channel steel C placed on the metal main body support portion 2. Like the aforementioned tightening bolts 6, 6, it is a tightening bolt with a high tension bolt. It can be strongly tightened with effective biting force against steel materials.

尚、第1図の鎖線で示すように金具主体1の基端部1a
において下方にプレース用取付片1Cを付設することも
容易に可能である。
In addition, as shown by the chain line in FIG.
It is also easily possible to attach a place mounting piece 1C below.

10は上記締付ボルト9の軸線b−b上において対向す
る前記金具主体1基端部側の鉄骨杭の捲持部3に設けた
反力壁面である。
Reference numeral 10 denotes a reaction wall surface provided on the winding portion 3 of the steel frame pile on the proximal end side of the metal fitting main body 1 that faces the tightening bolt 9 on the axis bb.

上記構造によるこの考案の組立金具を使用するに当って
は、第3図ないし第5図に示すように、立設した鉄骨杭
Aの片側のフランジA1の一方に対して金具主体1基端
部1aにおける挾持部3の挾持溝4を嵌合して前後から
締付ボルト6,6を所定の締付トルクで締付けて該金具
主体1を固定し、この状態で金具主体1の支承部2上に
おける締付ボルト9と反力壁面10との間に溝形鋼Cを
、そのフランジ先端側を鉄骨杭Aに対向させて鉄骨杭の
フランジ側面に溝形鋼が平行した状態で載置し、さらに
金具主体先端部1bから締付ボルト9を所定の締伺訃ル
クで締付けて接合する。
When using the assembly fitting of this invention with the above structure, as shown in Figs. 1a, the clamping groove 4 of the clamping part 3 is fitted, and the tightening bolts 6, 6 are tightened from the front and back with a predetermined tightening torque to fix the metal fitting main body 1, and in this state, the metal fitting main body 1 is fixed on the supporting part 2. A channel steel C is placed between the tightening bolt 9 and the reaction wall surface 10 in such a manner that the channel steel C is parallel to the flange side of the steel pile with its flange tip side facing the steel pile A, Further, a tightening bolt 9 is tightened to a predetermined torque from the tip 1b of the main body of the metal fitting to join them.

さらに鉄骨杭Aの他方のフランジに対しては予め一方の
金具で接合された溝形鋼Cの他方において上方から金具
主体1を上記と同様にして取付け、さらに金具主体1先
端部1bからと締付ボルト9により締付けて対角線上に
取付けるものである。
Furthermore, to the other flange of the steel frame pile A, attach the metal fitting main body 1 from above to the other side of the channel steel C, which has been previously joined with one metal fitting, in the same manner as above, and then tighten it from the tip 1b of the metal fitting main body 1. It is mounted diagonally by tightening bolts 9.

この溝形鋼Cの鉄骨杭Aに対する角度は第5図に示すよ
うに水平方向にあるいはある一定範囲の傾斜方向に取付
けることができる。
The angle of this channel steel C with respect to the steel frame pile A can be set horizontally as shown in FIG. 5, or in an inclined direction within a certain range.

又、鉄骨杭Aの一方のフランジA1に予め金具主体1を
先付けしておいてその後に溝形鋼Cを載置して金具主体
先端部の締付ボルト9でそれを締付ける方法も容易にで
きる。
Furthermore, it is also possible to easily attach the metal fitting main body 1 to one flange A1 of the steel frame pile A in advance, then place the channel steel C and tighten it with the tightening bolt 9 at the tip of the metal fitting main body. .

この考案の組立金具は以上説明したようにH形鋼と溝形
鋼との交叉部の組立のみ使用する場合ではなく、次に説
明するようにH形鋼とL形鋼の交叉部の組立にも応用で
きるものである。
The assembly fittings of this invention are not only used for assembling the intersection of H-section steel and channel steel as explained above, but also for the assembly of the intersection of H-section steel and L-section steel as explained next. It can also be applied.

金具主体の空間8を第6図のように狭くしてアングルL
を水平方向あるいは傾斜方向にしてそのフランジを扶持
することも可能で、この場合は第7図のように鉄骨杭A
の天端付近にアングルLを水平に取付け、この上面に構
台の大引材(H形鋼等)Dを載置した後、クランプ金具
EをもってアングルLと大引材Dを扶持して組立てるこ
ともできる。
The space 8 mainly consisting of the metal fittings is narrowed as shown in Fig. 6 to create an angle L.
It is also possible to support the flange horizontally or in an inclined direction; in this case, as shown in Figure 7, the steel frame pile A
After installing the angle L horizontally near the top of the gantry and placing the large lumber D of the gantry (H-beam steel, etc.) on the top surface, support the angle L and the lumber D with the clamp fitting E and assemble. You can also do it.

第8図はこの考案の組立金具による実施態様を示し、金
具主体先端部1aの締付ボルト9に対向する反力壁面1
0を、挾持部3によって扶持する鉄骨杭AのフランジA
1側面と同一面上に構威した場合である。
FIG. 8 shows an embodiment of this invention using an assembly metal fitting, in which a reaction wall surface 1 facing the tightening bolt 9 of the main body tip portion 1a of the metal fitting is shown.
0 is supported by the clamping part 3 on the flange A of the steel frame pile A.
This is a case where it is constructed on the same plane as one side.

この形態の場合は第9図に示すように溝形鋼C(あるい
はアングル)のフランジを直接、この鉄骨杭A端面に当
接できるから、金具主体1の空間8内に溝形鋼Cやアン
グルLを受け入れるに当り、その操作が容易である。
In this case, as shown in FIG. 9, the flange of the channel steel C (or angle) can be brought into direct contact with the end face of the steel frame pile A, so the channel steel C or angle When accepting L, the operation is easy.

尚、この考案の各実施態様を示した図面は、いずれも扶
持部3に同一軸線上a − aにおいて対向する締付ボ
ルト6,6を設けた実施例である。
Note that the drawings showing each embodiment of this invention are examples in which the supporting portion 3 is provided with tightening bolts 6, 6 facing each other on the same axis a-a.

この締付ボルトの一方を取外し、その個所に先端突起付
の受面11を設けた扶持部材3′を装設した場合(第1
0図)も同様の効果が得られるものである。
When one of the tightening bolts is removed and a supporting member 3' having a receiving surface 11 with a tip projection is installed at that location (first
0) can also provide the same effect.

第11図はこの考案の組立金具における反力壁面の他の
実施態様を示し、扶持部3で扶持する鉄骨杭のフランジ
側面から所要の肉厚と面積をもって突設する反力壁面1
0が、中央部あるいは左右両側において先端突起付の受
面12を設けてなるものである。
FIG. 11 shows another embodiment of the reaction wall surface in the assembly fitting of this invention, in which the reaction wall surface 1 is protruded from the flange side of the steel pile supported by the supporting part 3 with the required wall thickness and area.
0 is provided with a receiving surface 12 with a tip projection at the center or on both left and right sides.

又第12図は同じくこの考案の組立金具における反力壁
面の他の実施態様を示し、扶持部3で、扶持する鉄骨杭
のフランジ側面と同一面上に構戊する反力壁面10が、
先端突起付の受面12を設けてなるものであり、いずれ
の場合も前述の実施態様のものに比べ、鉄骨杭と溝形鋼
(あるいはアングル)との接合度を一段と向上させるこ
とができる。
FIG. 12 also shows another embodiment of the reaction wall surface in the assembly fitting of this invention, in which the reaction wall surface 10, which is formed on the same plane as the flange side of the steel pile to be supported, in the supporting part 3,
A receiving surface 12 with a protrusion at the tip is provided, and in any case, the degree of connection between the steel pile and the channel steel (or angle) can be further improved compared to the above-described embodiments.

この考案の組立金具は、以上のように構或し、かつ使用
するから、溶接やボルト接合によるものに比べ、危険性
がなく、一定の締付トルクで締付けることによって品質
管理も適確にでき、省力化、合理化が実現する。
Because the assembly fittings of this invention are constructed and used as described above, they are less dangerous than those made by welding or bolting, and quality control can be performed accurately by tightening with a constant tightening torque. , labor saving and rationalization are realized.

又、解体時は鋼材端末の材料ロスもなく、かつ鋼材に対
する断面欠損の心配もない等、経済的である。
Furthermore, during dismantling, there is no loss of material at the end of the steel material, and there is no fear of cross-sectional damage to the steel material, making it economical.

特にこの考案の組立金具によれば次のような効果が期待
できる。
In particular, the following effects can be expected with the assembly fitting of this invention.

(イ)H鋼杭の片側のフランジに対し、一対の金具によ
って溝形鋼を接合できるから溝形鋼の軸線に沿ってかか
る応力が分散され片側フランジに取付けるものに比べ、
少ない金具で合理的な施工ができる。
(a) Since the channel steel can be joined to the flange on one side of the H steel pile using a pair of metal fittings, the stress applied along the axis of the channel steel is dispersed, compared to when it is attached to a flange on one side.
Reasonable construction is possible with fewer metal fittings.

(ロ)H鋼杭に対する溝形鋼の締付方向を、該杭に対し
、直角方向としたから従来の杭に沿って平行方向に締付
けるものに比べ、高度の締付力が得られ、H鋼杭との接
合度も一段と向上する。
(b) Since the tightening direction of the channel steel to the H steel pile is perpendicular to the pile, a higher tightening force can be obtained compared to the conventional method of tightening in parallel along the pile. The degree of bonding with steel piles is also further improved.

(ハ)鋼材同志の直交、斜交接合が容易に、かつ確実に
でき、広範囲の用途に利用できる。
(c) Orthogonal and oblique joining of steel materials can be easily and reliably performed, and can be used for a wide range of applications.

(二)強い締付力で締付けることによる反力は、反力壁
面によって確実に支承され、従来のように金具主体が回
転を起す心配がなく、より高度の接合力が得られる。
(2) The reaction force caused by tightening with a strong tightening force is reliably supported by the reaction wall surface, and there is no fear that the main body of the metal fittings will rotate as in the conventional case, and a higher joining force can be obtained.

(ホ)従来のものに比べ小形化でき、それに施工が簡単
で、かつ取扱いが容易であるから実用上有益である。
(e) It is practically useful because it can be made smaller than conventional ones, and it is easy to construct and handle.

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

第1図はこの考案の組立金具による斜視図である。 第2図は同上の側面図である。第3図は同上の使用状態
を示す側面図である。 第4図は同じく使用状態の一部切断平面図である。 第5図は同じく使用状態の斜視図である。 第6図はこの考案の組立金具によってアングルを締付け
る場合の使用状態の側面図である。 第7図は同上の別の使用状態を示す斜視図である。 第8図はこの考案の組立金具による実施態様の斜視図で
ある。 第9図は同上の使用状態における一部切断平面図である
。 第10図はこの考案の組立金具における挾持部の締付ボ
ルトの一方を、先端突起付の受面とした場合の要部断面
図である。 第11図ないし第12図はそれぞれこの考案の組立金具
における反力壁面の他の実施態様を示す要部断面図であ
る。 1・・・・・・金具主体、3・・・・・・挾持部、5,
5及び7・・・・・・雌ねじ部、6,6及び9・・・・
・・締付ボルト、10・・・・・・反力壁面、11.1
2・・・・・・先端突起付の受面、A・・・・・・鉄骨
杭、C・・・・・・溝形鋼、L・・・・・・アングル、
D・・・・・・大引材。
FIG. 1 is a perspective view of the assembly fittings of this invention. FIG. 2 is a side view of the same as above. FIG. 3 is a side view showing the state of use of the same as above. FIG. 4 is a partially cutaway plan view of the device in use. FIG. 5 is a perspective view of the device in use. FIG. 6 is a side view of the device in use when tightening an angle using the assembly fitting of this invention. FIG. 7 is a perspective view showing another usage state of the same as above. FIG. 8 is a perspective view of an embodiment of this invention using assembly fittings. FIG. 9 is a partially cutaway plan view of the same as the above in a state of use. FIG. 10 is a sectional view of a main part in the case where one of the clamping bolts of the clamping part in the assembly fitting of this invention is made into a receiving surface with a tip projection. FIGS. 11 and 12 are sectional views of main parts showing other embodiments of the reaction wall surface in the assembly fitting of this invention. 1...Bracket main body, 3...Holding part, 5,
5 and 7...Female thread part, 6, 6 and 9...
... Tightening bolt, 10 ... Reaction wall surface, 11.1
2...Socket surface with tip projection, A...Steel pile, C...Channel steel, L...Angle,
D...Oihiki material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内側上面に溝形鋼の支承部を設けた金具主体の基端部に
は、垂直方向の扶持溝を有する扶持部を設けると共にこ
の扶持部に共通軸線上で対向する締付ボルトを螺設し、
金具主体の先端部の支承部上面近くには溝形鋼のフラン
ジ側に近いウエブの背中あるいはアングルのフランジを
扶持するための空間をもった位置で、前記締付ボルトの
軸線と平面的に平行する軸線上において締付ボルトを螺
設し、この締付ボルトの軸線上において対向する前記金
具主体の基端部側に反力壁面を構或してなる重仮設構台
の組立金具。
A supporting part having a vertical supporting groove is provided at the base end of the main body of the metal fitting, which has a supporting part made of channel steel on the inner upper surface, and tightening bolts facing each other on a common axis are screwed into this supporting part. ,
Near the upper surface of the support at the tip of the main body of the metal fitting, there is a space for supporting the back of the web near the flange side of the channel steel or the flange of the angle, and the space is parallel to the axis of the tightening bolt in plane. An assembly fitting for a heavy temporary gantry, comprising a tightening bolt screwed on the axis of the tightening bolt, and a reaction wall surface formed on the proximal end side of the fitting main body facing on the axis of the tightening bolt.
JP3682580U 1980-03-17 1980-03-17 Assembly fittings for heavy temporary gantry Expired JPS5911525Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3682580U JPS5911525Y2 (en) 1980-03-17 1980-03-17 Assembly fittings for heavy temporary gantry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3682580U JPS5911525Y2 (en) 1980-03-17 1980-03-17 Assembly fittings for heavy temporary gantry

Publications (2)

Publication Number Publication Date
JPS56136003U JPS56136003U (en) 1981-10-15
JPS5911525Y2 true JPS5911525Y2 (en) 1984-04-09

Family

ID=29632411

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3682580U Expired JPS5911525Y2 (en) 1980-03-17 1980-03-17 Assembly fittings for heavy temporary gantry

Country Status (1)

Country Link
JP (1) JPS5911525Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5912302U (en) * 1982-07-16 1984-01-25 ブルマン株式会社 Connection fittings for temporary structures

Also Published As

Publication number Publication date
JPS56136003U (en) 1981-10-15

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