JP2006207229A - Preceding handrail fixed metal fittings and preceding handrail fixed metal fitting attached jamb - Google Patents

Preceding handrail fixed metal fittings and preceding handrail fixed metal fitting attached jamb Download PDF

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JP2006207229A
JP2006207229A JP2005019873A JP2005019873A JP2006207229A JP 2006207229 A JP2006207229 A JP 2006207229A JP 2005019873 A JP2005019873 A JP 2005019873A JP 2005019873 A JP2005019873 A JP 2005019873A JP 2006207229 A JP2006207229 A JP 2006207229A
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handrail
building frame
column
pair
pedestal
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JP4549876B2 (en
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Yutaka Morita
豊 森田
Hiroshi Eda
宏 江田
Takashi Nagumo
隆司 南雲
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HORII ENGINEERING KK
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HORII ENGINEERING KK
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • E04G5/147Railings specially adapted for mounting prior to the mounting of the platform

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide preceding handrail metal fittings in each of which handrails are installed at adjacent handrail columns without clearances, which are excellent in safety, and allow the easy attachment and removal of the preceding handrails when assembling and disassembling framework scaffolding, and to provide a jamb with the preceding handrail metal fittings attached with such preceding handrail metal fittings at its pedestal. <P>SOLUTION: A fitting stud 3 capable of connecting each handrail column 13 to the upper end of a strut body 2 of each preceding handrail fixed metal fitting 1 is extended, a pair of both up-and-down interval holding members 4 and 4 with recesses 7 abutting on the side of the pedestal 6 of the jamb 5 are projected to the side of the strut body 2, the axial center of the strut body 2 and the axial center of the pedestal 6 of the jamb 5 are parallel with each other when each recess 7 contacts with the pedestal 6 of the jamb 5, and a virtual line connecting centers of a pair of opposed joint mounting holes 9 and 9 formed at the side of the upper end of the pedestal 6 of the jamb 5 and a pair of opposed through-holes 8 and 8 having the centers located on the same straight line are formed at the side of the suitable strut body 2 between the pair of interval holding members 4 and 4. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、例えば、土木、建築等の工事現場において、橋梁の橋脚の周りや建築物の外壁に沿って枠組足場を構築する際に、最上段での作業の安全を確保するために作業者が最上段の足場板に乗る前に落下防止用の手摺を取り付けるための先行手摺用金具及びその先行手摺用金具を取り付けた建枠に関するものである。   For example, in a construction site such as civil engineering and construction, the present invention can be used to ensure the safety of work at the top level when building a frame scaffolding around a bridge pier or along the outer wall of a building. The present invention relates to a bracket for attaching a handrail for attaching a handrail for preventing a fall before it rides on the uppermost scaffolding plate and a building frame to which the metal fitting for the preceding handrail is attached.

従来から、土木、建築等の工事現場では、鳥居型の建枠を使用した枠組足場が広く使用されている。   Conventionally, a framework scaffold using a torii type building frame has been widely used in construction sites such as civil engineering and architecture.

図10に、従来の枠組足場の代表例として縦一列だけを斜視図で示す。   FIG. 10 is a perspective view showing only one vertical row as a typical example of a conventional frame scaffold.

枠組足場50を構築する建枠51は、二本の脚柱52,52を有し、脚柱52の上端部を腕木53で連結している。腕木53と脚柱52との間は、連結補強材54で補強している。建枠51は左右上下に増設されることで、必要な大きさの枠組足場50が完成する。   A building frame 51 that constructs the frame scaffold 50 includes two pedestals 52 and 52, and the upper ends of the pedestals 52 are connected by arms 53. A connection reinforcing material 54 reinforces between the arm 53 and the pedestal 52. The building frame 51 is added to the left, right, up, and down, so that a frame scaffold 50 having a necessary size is completed.

隣り合った左右の建枠51相互間には筋交い55を斜めに渡すと共に、腕木53に足場板56が水平に架設される。建枠51の脚柱52には管材が使われており、下段の建枠51aの脚柱51aの上端開口部と上段の建枠51bの脚柱51bの下端開口部とはジョイント57によって連結されることで、縦方向に段数を重ねることができるようになっている。腕木53の高さは一定であるから、各段毎に水平に連続した足場板56による作業足場が構築される。   Between the adjacent left and right building frames 51, a brace 55 is passed diagonally, and a scaffolding plate 56 is installed horizontally on the arm 53. Pipe material is used for the pedestal 52 of the building frame 51, and the upper end opening of the pedestal 51a of the lower building frame 51a and the lower end opening of the pedestal 51b of the upper building frame 51b are connected by a joint 57. Thus, the number of stages can be stacked in the vertical direction. Since the height of the arm 53 is constant, a working scaffold is constructed by a scaffold plate 56 that is horizontally continuous for each stage.

枠組足場50を組み立てるときは、下段の枠組足場50aを作り、下段に上段の枠組足場50bを重ねていき、解体のときはこれとは逆に、上段から順次下段に向かって解体して行く。枠組足場50の組み立て、解体に際しては、最上段の足場板56の上面に立って組立、解体作業を行う(例えば、特許文献1を参照)。   When assembling the frame scaffold 50, the lower frame scaffold 50a is made, and the upper frame scaffold 50b is stacked on the lower stage. When disassembling, the upper stage scaffold 50b is disassembled sequentially from the upper stage toward the lower stage. When assembling and disassembling the frame scaffold 50, the assembly and disassembly work is performed on the upper surface of the uppermost scaffold plate 56 (see, for example, Patent Document 1).

しかしながら、組み立て時には最上段の足場板56の周囲には、建枠51の脚柱52や手摺がないので、作業者には転落の危険があるという問題点があった。   However, since there is no pedestal 52 or handrail of the building frame 51 around the uppermost scaffold plate 56 at the time of assembly, there is a problem that there is a risk of falling for the operator.

このため、枠組足場50を構成する建枠51の左右方向の各スパン毎に、スパンより僅かに小さい幅を有する左右の手摺柱とこの左右の手摺柱を繋ぐ上下の手摺とを一体化させた枠形状をした手摺枠を、最上段での作業に先行して下段の枠組足場50aに取り付ける方法が提案されている(例えば、特許文献2を参照)。
実公平1−18753号公報 登録実用第3095492号公報
For this reason, the left and right handrail pillars having a width slightly smaller than the span and the upper and lower handrails connecting the left and right handrail pillars are integrated for each span in the left and right direction of the building frame 51 constituting the frame scaffold 50. A method has been proposed in which a frame-shaped handrail frame is attached to the lower frame scaffolding 50a prior to work at the uppermost stage (see, for example, Patent Document 2).
Japanese Utility Model Publication No. 1-18753 Registration Utility No. 3095492

しかしながら、特許文献2で開示されているような、最上段での作業に先行して手摺枠を上段の枠組足場50bに取り付ける場合にあっては、左右に連続して設置される手摺枠の手摺柱に設けた取付部材が重なり合わないような工夫がなされているため、単体の手摺枠の幅が左右の建枠51,51のスパンより小さく作られているので、左右の手摺枠同士の間に隙間が生じることから安全性が劣るといった問題があると共に、手摺枠自体が比較的大型であることから重くて動かし難いため、建枠51への取り付け、取り外し作業における作業性に難があるといった問題があった。   However, in the case where the handrail frame is attached to the upper frame scaffolding 50b prior to the work at the uppermost stage as disclosed in Patent Document 2, the handrail of the handrail frame that is continuously installed on the left and right. Since the mounting members provided on the pillars are devised so that they do not overlap, the width of the single handrail frame is made smaller than the span of the left and right building frames 51, 51. There is a problem that the safety is inferior because a gap is generated in the door, and the handrail frame itself is relatively large, so it is heavy and difficult to move. Therefore, it is difficult to attach and detach the building frame 51. There was a problem.

そこで、この発明は、建枠の脚柱と同じスパンで左右の手摺柱が構築されることで左右の隣り合う手摺柱同士に手摺が隙間がなく架設される安全性に優れ、かつ、枠組足場の組立分解の際の先行手摺の取り付け、取り外し作業が容易に行える先行手摺用固定金具と、予めそのような先行手摺用固定金具を建枠の脚柱に取り付けておくことでより先行手摺の取り付け、取り外し作業を容易にした先行手摺用固定金具付き建枠を提供することを課題としている。   Therefore, the present invention is superior in safety that the left and right handrail pillars are constructed with the same span as the leg pillars of the building frame so that the handrails are installed between the left and right adjacent handrail pillars without gaps, and the frame scaffolding Attaching and removing the leading handrail when mounting and disassembling the leading handrail, and attaching the leading handrail by attaching the preceding handrail fixing bracket to the pedestal of the building frame in advance. An object of the present invention is to provide a building frame with a fixing bracket for a handrail that facilitates removal work.

以上のような課題を実現するため、請求項1に記載の発明は、支柱本体の上端部に手摺柱が接続できる嵌合支柱を延設し、前記支柱本体の側面には建枠の脚柱の側面に当接する凹部を備えた上下一対の間隔保持部材を突設し、該一対の間隔保持部材の前記凹部を建枠の脚柱に接触させたときに前記支柱本体の軸心と建枠の脚柱の軸心とが互いに平行になると共に、前記一対の間隔保持部材の間に相当する前記支柱本体の側面には、建枠の脚柱の上端部の側面に設けられている対向した一対のジョイント取付孔の中心を結ぶ仮想線と同一直線上に位置する中心を備えた対向する一対の貫通孔を有していることを特徴としている。   In order to achieve the above-described problems, the invention according to claim 1 is characterized in that a fitting column that can be connected to a handrail column is extended to the upper end portion of the column body, and a leg of the building frame is provided on the side surface of the column body. A pair of upper and lower gap holding members provided with recesses that come into contact with the side surfaces of the pillars, and when the depressions of the pair of gap holding members are brought into contact with the pillars of the building frame, the shaft center of the column main body and the building frame The axis of the pedestal column is parallel to each other, and the side surface of the column body corresponding to the space between the pair of spacing members is opposed to the side surface of the upper end of the column column. It is characterized by having a pair of opposing through-holes with centers located on the same straight line as a virtual line connecting the centers of the pair of joint mounting holes.

請求項2に記載の発明は、請求項1の構成に加えて、前記嵌合支柱には、手摺柱を上方から取り付ける際に手摺柱の下端によって抜け止めピンが内側に押し込まれた後、所定の位置で前記抜け止めピンが外側に飛び出して手摺柱に設けられている止め孔に前記抜け止めピンが嵌合してロック状態となり、手摺柱を取り外す際に手動で前記抜け止めピンを内側に押し込んで前記ロック状態を解除することのできるロック装置が設けられていることを特徴としている。   According to a second aspect of the present invention, in addition to the configuration of the first aspect, when the handrail column is attached to the fitting column from above, a retaining pin is pushed inward by the lower end of the handrail column, and then a predetermined amount is provided. When the handrail column is removed, the retaining pin pops outward and the retaining pin is fitted into a retaining hole provided in the handrail column so that the retaining pin is locked. A lock device that can be pushed in to release the locked state is provided.

請求項3に記載の発明は、請求項1又は2の構成に加えて、前記上下一対の間隔保持部材のうち、下方の間隔保持部材には建枠の脚柱を把持する把持金具が接続できる取付部を有していることを特徴としている。   In the invention according to claim 3, in addition to the configuration of claim 1 or 2, a gripping bracket for gripping a pillar of a building frame can be connected to the lower spacing member among the pair of upper and lower spacing members. It has the attachment part.

請求項4に記載の発明は、請求項3に記載の構成に加えて、前記上下一対の間隔保持部材のうち、下方の間隔保持部材の平面視の幅寸法は上方の間隔保持部材の平面視の幅寸法より小さく、前記把持金具は、建枠の脚柱の外周の1/2以上を把持することのできる円弧状把持部と該円弧状把持部から外側に延出した前記下方の間隔保持部材を挟み込むことのできる一対の向かい合った挟持突片とからなり、該一対の挟持突片の開口部の寸法は建枠の脚柱の外径寸法より小さく、かつ、建枠の連結補強材の外径寸法より大きいことを特徴としている。   According to a fourth aspect of the present invention, in addition to the configuration according to the third aspect, of the pair of upper and lower spacing members, the width dimension of the lower spacing member is a plan view of the upper spacing member. The holding bracket is an arc-shaped gripping part capable of gripping more than half of the outer periphery of the pedestal of the building frame, and the lower gap holding extending outward from the arc-shaped gripping part. A pair of opposing sandwiching protrusions that can sandwich the member, the dimension of the opening of the pair of sandwiching protrusions is smaller than the outer diameter dimension of the pillars of the building frame, and the connecting reinforcing material of the building frame It is characterized by being larger than the outer diameter.

請求項5に記載の先行手摺用固定金具付き建枠に係る発明は、前記請求項1乃至4のいずれか一つに記載の先行手摺用固定金具を建枠に取り付けた先行手摺用固定金具付き建枠であって、建枠の脚柱の上端開口部にジョイントを差し込み、該ジョイントを建枠に取り付けるための対向した一対のジョイント取付孔と前記支柱本体に有する対向した一対の貫通孔とを貫通する固着部材を使用して建枠の外側に前記先行手摺用固定金具を着脱自在に固定していることを特徴としている。   The invention related to the building frame with the fixing bracket for the leading handrail according to claim 5 includes the fixing bracket for the leading handrail in which the fixing bracket for the leading handrail according to any one of claims 1 to 4 is attached to the building frame. It is a building frame, a joint is inserted into the upper end opening of the pedestal of the building frame, and a pair of opposed joint mounting holes for attaching the joint to the building frame and a pair of opposed through holes provided in the column main body. The preceding handrail fixing bracket is detachably fixed to the outside of the building frame using a penetrating fixing member.

この発明は、以上のような手段を採用しているため、以下のような効果を奏する。   Since this invention employs the above-described means, the following effects can be obtained.

請求項1に記載の発明によれば、下段の建枠の上端開口部にジョイントを差し込んだ状態で、建枠の脚柱の外側に支柱本体の上下一対の間隔保持部材の凹部を宛い、支柱本体の貫通孔と建枠の脚柱のジョイント取付孔とを重ね合わせて、両方の孔に貫通するボルト等の固着部材を使用して先行手摺用固定金具を建枠の脚柱に取り付けることができると共に、ボルト等の固着部材の固着状態を解くことで先行手摺用固定金具を建枠の脚柱から取り外すことができる。また、建枠の脚柱に先行手摺用固定金具をボルト等の固着部材にて取り付けた状態で嵌合支柱が建枠の脚柱と互いに平行になるから、嵌合支柱に手摺柱を接続した場合に建枠の脚柱と同じスパンで左右の手摺柱が直立した状態に構築されることで左右の隣り合う手摺柱同士に手摺が隙間がなく架設されることになり、安全性に優れたものとなると共に、取付作業時の細かな調整作業を要しないため先行手摺用固定金具及び先行手摺の取り付け取り外しが容易となる。   According to the invention described in claim 1, with the joint inserted into the upper end opening of the lower building frame, the recesses of the pair of upper and lower spacing members of the column main body are addressed to the outside of the pillars of the building frame, Attach the mounting bracket for the handrail to the pedestal of the building frame using a fixing member such as a bolt that penetrates both the through holes of the column main body and the joint mounting holes of the pedestal of the building frame. In addition, the fixing member for the handrail can be removed from the pedestal of the building frame by releasing the fixing state of the fixing member such as a bolt. In addition, the fitting column is parallel to the building column's pedestal in a state where the fixing bracket for the handrail is attached to the building column's pedestal with a fixing member such as a bolt, so the railing column is connected to the fitting column. In this case, the left and right handrail pillars are built upright with the same span as the leg pillars of the building frame. In addition, since it is not necessary to perform fine adjustment work during the attachment work, it is easy to attach and detach the bracket for the leading handrail and the leading handrail.

請求項2に記載の発明によれば、嵌合支柱に手摺柱の下端部を上方から差し込むだけで、所定の位置で手摺柱に設けられている止め孔にロック装置の抜け止めピンが嵌合してロック状態となり、ロック装置の抜け止めピンを手動で内側に押し込むことで抜け止めピンの嵌合状態を解除して手摺柱を上方へ持ち上げることで嵌合支柱から手摺柱を取り外すことができるので、請求項1に記載の発明の効果に加えて、先行手摺用固定金具への手摺柱の取付作業と先行手摺用固定金具から手摺柱の取外作業とが工具を必要としない簡単な操作で実現できる。   According to the second aspect of the present invention, the retaining pin of the locking device is fitted into the retaining hole provided in the handrail column at a predetermined position simply by inserting the lower end portion of the handrail column into the fitting column from above. The lock pin is locked and the lock pin of the lock device is manually pushed inward to release the lock pin and the handrail column can be lifted upward to remove the handrail column from the fitting column. Therefore, in addition to the effect of the invention described in claim 1, the operation of attaching the handrail column to the preceding handrail fixing bracket and the operation of removing the handrail column from the preceding handrail fixing bracket do not require a tool. Can be realized.

請求項3に記載の発明によれば、支柱本体の下方の間隔保持部材を把持金具を介して建枠の脚柱に固定することができるので、請求項1又は2に記載の発明の効果に加えて、嵌合支柱に接続した手摺柱を水平方向に倒す力が作用した場合に、下方の間隔保持部材が建枠の脚柱から離れようとする力を抑えて手摺柱を倒す力に効果的に対抗することができるから、作業者の転倒や転落を効果的に防止することができ、作業者の安全作業を保証することができる。   According to the invention described in claim 3, since the space holding member below the column main body can be fixed to the pedestal of the building frame via the gripping bracket, the effect of the invention described in claim 1 or 2 is achieved. In addition, when a force to tilt the handrail column connected to the mating column in the horizontal direction is applied, it is effective for the force to tilt the handrail column by suppressing the force that the lower spacing member tries to separate from the leg column of the building frame. Therefore, it is possible to effectively prevent the operator from falling and falling, and to ensure the worker's safe work.

請求項4に記載の発明によれば、請求項3に記載の発明の効果に加えて、建枠の脚柱の下端部を把持金具の円弧状把持部の空間部に挿通し、挟持突片を建枠の内側に向けた状態で把持金具を上方へ移動するようにすれば、把持金具は円弧状把持部内にある脚柱が案内となり挟持突片の開口部が脚柱より細い管材である連結補強材の水平部を通過して先行手摺用固定金具の下部の間隔保持部材の近くまで持って行くことができる。したがって、把持金具の挟持突片の開口部を建枠の脚柱の外径寸法よりも大きく広げて建枠の脚柱に円弧状把持部を宛い、その後挟持突片の開口部を元の大きさまで戻してから先行手摺用固定金具の間隔保持部材の取付部に宛うような操作が不要である。つまり、先行手摺用固定金具を建枠へ取り付ける際に把持金具の挟持突片を開いたり戻したりする曲げ加工を施す必要がないため、力の弱い女性や高齢者でも簡単に取付作業を行うことができる。なお、このような状況は、資材置き場等での建枠の整備の必要性から、先行手摺用固定金具を建枠から取り外したり先行手摺用固定金具を建枠へ取り付ける場合にも起こり得るが、そのような場合にも、把持金具の挟持突片に曲げ加工を施す必要がないため、力の弱い女性や高齢者でも簡単に建枠の整備作業を行うことができる。   According to the invention described in claim 4, in addition to the effect of the invention described in claim 3, the lower end portion of the pedestal of the building frame is inserted into the space portion of the arc-shaped gripping portion of the gripping bracket, and the sandwiching projecting piece If the gripping bracket is moved upward in a state where the frame is directed to the inside of the building frame, the gripping bracket is a pipe material in which the opening of the holding projection piece is narrower than the leg column with the pedestal in the arc-shaped gripping portion as a guide. It is possible to pass through the horizontal portion of the connecting reinforcing material to the vicinity of the space holding member at the lower portion of the fixing bracket for the handrail. Therefore, the opening of the holding protrusion of the holding bracket is widened to be larger than the outer diameter dimension of the pedestal of the building frame, the arc-shaped holding part is directed to the pedestal of the building frame, and then the opening of the holding protrusion is moved back to the original position. There is no need for an operation to return to the size and to reach the mounting portion of the interval holding member of the fixing bracket for the handrail. In other words, it is not necessary to perform bending work to open and return the holding protrusions of the gripping bracket when attaching the bracket for the leading handrail to the building frame, so that even weak women and elderly people can easily perform installation work. Can do. In addition, such a situation can also occur when removing the mounting bracket for the leading handrail from the building frame or attaching the fixing bracket for the leading handrail to the building frame because of the necessity of maintenance of the building frame at the material storage etc. Even in such a case, since it is not necessary to bend the holding protrusion of the holding metal fitting, even a weak woman or an elderly person can easily perform the maintenance work of the building frame.

請求項5に記載の先行手摺用固定金具付き建枠に係る発明によれば、枠組足場を組み立てる場合に、下段の建枠の脚柱の上端開口部には既にジョイントが差し込まれた状態で先行手摺用固定金具の嵌合支柱が建枠の脚柱と互いに平行になっているから、嵌合支柱に手摺柱を接続した場合に手摺柱が直立状態に保たれる。したがって、下段の枠組足場から手摺を組み付けた左右一対の手摺柱を先行手摺用固定金具の嵌合支柱に差し込むといった簡単な操作で、建枠の脚柱と同じスパンで左右の手摺柱が直立した状態に構築されることで左右の隣り合う手摺柱同士に手摺が隙間がなく架設されることになり、隣り合った手摺柱に架設された手摺が上段の足場板の側面に構築することができるので、上段での作業者の安全作業が保証されると共に、先行手摺の取り付け取り外しが容易となる。   According to the invention related to the building frame with the fixing bracket for the handrail according to claim 5, when assembling the frame scaffolding, the joint is already inserted in the upper end opening of the pedestal of the lower building frame. Since the fitting post of the handrail fixing bracket is parallel to the leg column of the building frame, the handrail column is kept upright when the handrail column is connected to the fitting post. Therefore, the left and right handrail pillars stand upright with the same span as the leg pillars of the building frame by simply inserting a pair of left and right handrail pillars assembled with handrails from the lower frame scaffolding into the fitting pillars of the fixing bracket for the preceding handrail. By being constructed in a state, the handrails are installed without gaps between the left and right adjacent handrail pillars, and the handrails built on the adjacent handrail pillars can be constructed on the side surface of the upper scaffolding plate. Therefore, the operator's safety work in the upper stage is ensured, and attachment / detachment of the leading handrail becomes easy.

以下、この発明の実施の形態に係る先行手摺用固定金具について図面にしたがって説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, a bracket for a handrail according to an embodiment of the present invention will be described with reference to the drawings.

図1は、この発明の実施の形態に係る先行手摺用固定金具の斜視図である。
図2は、この発明の実施の形態に係る先行手摺用固定金具の一部破断した正面図である。
FIG. 1 is a perspective view of a preceding handrail fixing bracket according to an embodiment of the present invention.
FIG. 2 is a partially broken front view of the fixing bracket for the handrail according to the embodiment of the present invention.

先行手摺用固定金具1は、真っ直ぐな鋼製管材の支柱本体2と、この支柱本体2から上方に延設した嵌合支柱3と、支柱本体2の側面から直角方向に突設する上下一対の間隔保持部材4a,4bとを有している。   The leading handrail fixing bracket 1 is composed of a straight steel pipe column main body 2, a fitting column 3 extending upward from the column main body 2, and a pair of upper and lower protrusions projecting perpendicularly from the side surface of the column main body 2. It has interval holding members 4a and 4b.

間隔保持部材4a,4bの先端部には、後述する建枠5の脚柱6の側面の円弧形状とほぼ同一の円弧形状を有する凹部7が形成されており、建枠5の脚柱6の側面に密着状態に当接できるようになっている。   A concave portion 7 having an arc shape substantially the same as the arc shape of the side surface of a leg column 6 of the building frame 5 described later is formed at the distal end portions of the spacing members 4a and 4b. It can come into contact with the side surface in close contact.

上下一対の間隔保持部材4a,4bの間に相当する支柱本体2の側面には、支柱本体2の側面と直角に貫通する一対の貫通孔8,8が穿設されている。そして、先行手摺用固定金具1を建枠5の脚柱6に取り付ける際に、その貫通孔8,8の中心を建枠5の脚柱6の上端部の側面に設けられている対向した一対のジョイント取付孔9,9の軸心を結ぶ仮想線と同一直線上で一致するように宛うことで、支柱本体2に設けられている貫通孔8,8と建枠5の脚柱6に設けられているジョイント取付孔9,9とにボルト等の固着部材10を貫通させて建枠5の脚柱6に先行手摺用固定金具1を固定することができる(図4を参照)。   A pair of through holes 8, 8 penetrating at right angles to the side surface of the column main body 2 are formed in the side surface of the column main body 2 corresponding to the space between the pair of upper and lower spacing members 4 a and 4 b. Then, when attaching the mounting bracket 1 for the leading handrail to the pedestal 6 of the building frame 5, a pair of opposed ones provided at the side surfaces of the upper end portions of the pedestal 6 of the building frame 5 with the centers of the through holes 8, 8. The through holes 8 and 8 provided in the column main body 2 and the leg columns 6 of the building frame 5 are arranged so as to coincide with the imaginary line connecting the axis centers of the joint mounting holes 9 and 9 on the same straight line. A fixing member 1 such as a bolt can be passed through the provided joint mounting holes 9 and 9 to fix the bracket 1 for the handrail to the leg column 6 of the building frame 5 (see FIG. 4).

支柱本体2の下方に設けられた間隔保持部材4bの平面視の幅寸法Aは、後述する把持金具11を取り付けるための固着部材10の最大寸法を考慮して、本体支柱2の外径寸法とほぼ等しい上方の間隔保持部材4aの平面視の幅寸法Bより小さくしている。これにより、下方の間隔保持部材4bを把持金具11で建枠5の脚柱6により強固に固定した場合であっても、把持金具11及び固着部材10による出っ張りを極力小さく抑えられるようにしている。   The width dimension A in plan view of the spacing member 4b provided below the column main body 2 is the same as the outer diameter dimension of the main column column 2 in consideration of the maximum dimension of the fixing member 10 for attaching a gripping fitting 11 described later. It is set to be smaller than the width dimension B in plan view of the substantially upper spacing member 4a. Accordingly, even when the lower spacing member 4b is firmly fixed by the holding bracket 11 with the pillar 6 of the building frame 5, the protrusion by the holding bracket 11 and the fixing member 10 can be suppressed as small as possible. .

さらに、下方の間隔保持部材4bには、ボルト等の固着部材10が挿通するボルト孔12が穿設している。   Further, a bolt hole 12 through which the fixing member 10 such as a bolt is inserted is formed in the lower spacing member 4b.

嵌合支柱3の内部には、手摺柱13を嵌合支柱3に取り付けた状態を維持するために手摺柱13の下端部14に穿設した止め孔15と係合する抜け止めピン16を備えたロック装置17が組み込まれている。   A retaining pin 16 that engages with a retaining hole 15 formed in the lower end portion 14 of the handrail column 13 in order to maintain the state in which the handrail column 13 is attached to the fitting column 3 is provided inside the fitting column 3. A locking device 17 is incorporated.

ロック装置17は、嵌合支柱3の軸心から外側に向かって付勢する力を発生する弾性部材18と、この弾性部材18に取り付けられた抜け止めピン16とを有しており、この抜け止めピン16が平常持には嵌合支柱3の側面に穿設された突出孔19から水平方向に突出した状態にあって、弾性部材18の付勢力に打ち勝って抜け止めピン16を嵌合支柱3の内部に押し込む力が作用した場合にのみ抜け止めピン16が突出孔19に埋没する機構を有している。   The locking device 17 includes an elastic member 18 that generates a force for urging outward from the axis of the fitting support 3, and a retaining pin 16 attached to the elastic member 18. When the locking pin 16 is normally held, the locking pin 16 protrudes in a horizontal direction from a projecting hole 19 formed in the side surface of the fitting support 3, and overcomes the urging force of the elastic member 18, so that the retaining pin 16 is fitted. 3 has a mechanism in which the retaining pin 16 is buried in the projecting hole 19 only when a force to push into 3 is applied.

抜け止めピン16には、嵌合支柱3の側面の表面位置から抜け止めピン16の最先端20に至る上面傾斜部21と、嵌合支柱3の側面の表面位置から手摺柱13の管材の板厚寸法だけ外側に張り出した水平面22と、この水平面22の先端と抜け止めピン16の最先端20に至る下面傾斜部23とを有している。   The retaining pin 16 includes a sloped upper surface 21 extending from the surface position of the side surface of the fitting post 3 to the tip 20 of the retaining pin 16, and the tube material plate of the handrail column 13 from the surface position of the side surface of the fitting column 3. It has a horizontal surface 22 projecting outward by a thickness dimension, and a lower surface inclined portion 23 reaching the tip of the horizontal surface 22 and the most distal end 20 of the retaining pin 16.

図3はこの発明の実施の形態に係る先行手摺用固定金具を建枠に取り付けた状態を示した正面図であり、図4はこの発明の実施の形態に係る先行手摺用固定金具に手摺柱を取り付ける直前の状態を示した要部拡大正面図である。   FIG. 3 is a front view showing a state in which the leading handrail fixing bracket according to the embodiment of the present invention is attached to the building frame, and FIG. 4 shows the handrail pillar on the leading handrail fixing bracket according to the embodiment of the present invention. It is a principal part enlarged front view which showed the state just before attaching.

一般的な建枠である鳥居型の建枠5では、垂直方向の向かい合った同じ長さの二本の脚柱6,6の上端部を水平方向の管材からなる腕木24によって連結し、脚柱6,6と腕木24とは連結補強材25にて補強されている。連結補強材25はJ字状の管材の上端を腕木24の下側面に連結し、下端を脚柱6の側面に連結すると共に、連結補強材25の中間部に連結補強材25と脚柱6とを連結する水平補強材26が設けられている。そして、一般に脚柱6と腕木24とには、外径寸法が42.7mmで内径寸法が37.9mm(板厚2.4mm)の鋼製管材が使用されており、連結補強材25と水平補強材26とには、外径寸法が27.2mmの鋼製管材が使用されている。   In the torii type building frame 5 which is a general building frame, the upper ends of two vertically-facing two pedestals 6 and 6 of the same length are connected by a brace 24 made of a horizontal pipe, 6 and 6 and the brace 24 are reinforced by a connecting reinforcing member 25. The connection reinforcing member 25 connects the upper end of the J-shaped tube member to the lower side surface of the arm brace 24 and connects the lower end to the side surface of the leg column 6, and connects the connection reinforcing member 25 and the leg column 6 to the middle portion of the connection reinforcing member 25. Are provided with a horizontal reinforcing material 26. In general, a steel pipe having an outer diameter of 42.7 mm and an inner diameter of 37.9 mm (plate thickness 2.4 mm) is used for the pedestal 6 and the brace 24. As the reinforcing material 26, a steel pipe material having an outer diameter of 27.2 mm is used.

以下、この発明の実施の形態に係る先行手摺用固定金具を使用した枠組足場の構築方法について、図5乃至図8にしたがって説明する。   Hereinafter, a method for constructing a frame scaffold using the preceding handrail fixing bracket according to the embodiment of the present invention will be described with reference to FIGS.

図5は、最初に取り付けた手摺柱の係合部に手摺の一端部を係合した状態を示す説明図である。図6は、図5の手摺柱の他端部に後から取り付ける手摺柱の係合部を係合した状態を示す説明図である。図7は、図6の後から取り付ける手摺柱を先行手摺用固定具に取り付ける状態を示す説明図である。図8は、下段の枠組足場から上段の足場板を取り付ける状態を示す説明図である。   FIG. 5 is an explanatory view showing a state in which one end portion of the handrail is engaged with the engaging portion of the handrail column attached first. FIG. 6 is an explanatory view showing a state in which an engaging portion of a handrail column to be attached later is engaged with the other end portion of the handrail column in FIG. 5. FIG. 7 is an explanatory view showing a state in which the handrail column attached from the rear of FIG. 6 is attached to the preceding handrail fixing tool. FIG. 8 is an explanatory diagram showing a state in which the upper scaffolding plate is attached from the lower framework scaffolding.

建枠5は左右上下に増設されることで必要な大きさの枠組足場27が構築でき、隣り合った左右の建枠5,5相互間には筋交い28を斜めに渡すと共に、腕木24に足場板25が水平に架設される。下段の建枠5aの脚柱6の上端開口部30(図3を参照)と上段の建枠5bの脚柱6の下端開口部31(図3を参照)とはジョイント32によって連結されることで、上下に建枠5b,5aを重ねることができるようになっている。そして、上下左右の建枠5における腕木24の高さは一定であるから、各段毎に水平に連続した足場板25による作業足場が構築される。   As the building frame 5 is added to the left and right and up and down, a frame scaffold 27 having a necessary size can be constructed, and the brace 28 is diagonally passed between the adjacent left and right building frames 5 and 5, and the scaffold 24 is used as a scaffold. A plate 25 is installed horizontally. The upper end opening 30 (see FIG. 3) of the pedestal 6 of the lower building frame 5a and the lower end opening 31 (see FIG. 3) of the pedestal 6 of the upper building frame 5b are connected by a joint 32. Thus, the building frames 5b and 5a can be stacked vertically. And since the height of the arm 24 in the upper, lower, left, and right building frames 5 is constant, a working scaffold by the scaffolding plate 25 that is horizontally continuous is constructed for each stage.

上下に枠組足場27を組み立てるときは、下段の枠組足場27aを作り、下段に上段の枠組足場27bを重ねていき、解体のときはこれとは逆に、上段の枠組足場27bから順次下段の枠組足場27aに向かって解体して行くことになる。   When assembling the frame scaffolding 27 up and down, the lower frame scaffolding 27a is made, and the upper frame scaffolding 27b is stacked on the lower stage. Conversely, when disassembling, the lower frame scaffolding 27b is sequentially arranged from the upper frame scaffolding 27b. It will be demolished toward the scaffold 27a.

先行手摺用固定金具1を建枠5に取り付けるには、枠組足場27を構築する現場で建枠5の脚柱6に取り付ける方法と、枠組足場27を構築する以前の建枠5の製造工場の出荷時又は資材置き場にある段階で建枠5の脚柱6に取り付ける方法とが考えられる。   In order to attach the leading bracket fixing bracket 1 to the building frame 5, a method of attaching to the pedestal 6 of the building frame 5 at the site of constructing the frame scaffold 27, and a manufacturing factory of the building frame 5 prior to the construction of the frame scaffold 27. A method of attaching to the pedestal 6 of the building frame 5 at the time of shipment or at the stage of the material storage is conceivable.

以下、枠組足場を構築する現場で建枠に先行手摺用固定金具を取り付ける方法について、主に図1と図3を参照しながら説明する。   Hereinafter, a method of attaching the fixing bracket for the handrail to the building frame at the site where the frame scaffold is constructed will be described mainly with reference to FIGS. 1 and 3.

枠組足場27を構築する現場で建枠5の脚柱6に取り付ける場合には、上述したような下段の枠組足場27aを構築する手順の中で、足場板25を腕木24に架設する前に、下段の建枠5aの脚柱6の上端開口部30にジョイント32を差し込み、下段の建枠5aの脚柱6の上端部に設けられているジョイント取付孔9とジョイント32に設けられている抜け止めピン取付孔33とが重なるようにジョイント32の向きを定めてから、先行手摺用固定金具1の支柱本体2の間隔保持部材4のない外側の貫通孔8から間隔保持部材4のある内側の貫通孔8に向かって予め固着部材であるボルト10を貫通させた状態にして、そのボルト10の先端部34を建枠5の外側のジョイント取付孔9から差し込んで建枠8の内側のジョイント取付孔9から飛び出させる。   In the case of attaching to the pedestal 6 of the building frame 5 at the site where the frame scaffold 27 is constructed, in the procedure for constructing the lower frame scaffold 27a as described above, before the scaffold plate 25 is installed on the arm 24, The joint 32 is inserted into the upper end opening 30 of the leg column 6 of the lower building frame 5a, and the joint mounting hole 9 provided in the upper end portion of the leg column 6 of the lower building frame 5a and the drop provided in the joint 32 are inserted. After the orientation of the joint 32 is determined so that the set pin mounting hole 33 overlaps, the inner side with the spacing member 4 from the outer through-hole 8 without the spacing member 4 of the column main body 2 of the bracket 1 for the preceding handrail is located. The bolt 10 which is a fixing member is penetrated in advance toward the through hole 8, and the tip 34 of the bolt 10 is inserted from the joint attachment hole 9 outside the building frame 5 to attach the joint inside the building frame 8. 9 holes To pop.

これにより、支柱本体2の貫通孔8,8の中心と、建枠5の脚柱6のジョイント取付孔9,9の中心とが一つのボルト10によって一直線上に揃うこととなり、結果として、建枠5の脚柱6に対する先行手摺用固定金具1の取付高さと平面視における向きが自動的に正しく決定される。また、このとき、支柱本体2の上下一対の間隔保持部材4a,4bの先端の凹部7,7は支柱本体2の側面と接触することとなるが、その後、内側のジョイント取付孔9から飛び出しているボルト10の先端部34にナット35を螺合してそのナット35を締め込むことで、先行手摺用固定金具1が建枠5の脚柱6の内側に向かって移動するため、上下一対の間隔保持部材4a,4bの凹部7,7が建枠5の脚柱6の側面に密着した状態で先行手摺用固定金具1が建枠5の脚柱6に強固に固定される。   Thereby, the center of the through-holes 8 and 8 of the column main body 2 and the center of the joint mounting holes 9 and 9 of the pillar 6 of the building frame 5 are aligned in a straight line by one bolt 10, and as a result, the building The mounting height of the preceding handrail fixing bracket 1 with respect to the pillar 6 of the frame 5 and the orientation in plan view are automatically determined correctly. At this time, the recesses 7 and 7 at the tips of the pair of upper and lower spacing members 4a and 4b of the column main body 2 come into contact with the side surfaces of the column main body 2 and then jump out of the inner joint mounting holes 9. By screwing a nut 35 into the tip 34 of the bolt 10 and tightening the nut 35, the preceding handrail fixing bracket 1 moves toward the inside of the leg column 6 of the building frame 5. The leading handrail fixing bracket 1 is firmly fixed to the leg column 6 of the building frame 5 in a state where the recesses 7 and 7 of the spacing members 4 a and 4 b are in close contact with the side surface of the leg column 6 of the building frame 5.

さらに、建枠5の脚柱6の下端部から把持金具11の円弧状把持部36を差し込んで、把持金具11の一対の向かい合った挟持突片37,37の開口部を建枠5の内側に向けた状態での把持金具11を上方に移動して水平補強材26を通過した所で、挟持突片37,37の開口部を建枠5の外側に向けて支柱本体2の下方に設けられている間隔保持部材4bを把持金具12の挟持突片37,37で挟み込んで、下方の間隔保持部材4bのボルト孔12に把持金具11の金具取付孔39を宛い、金具取付ボルト40を把持金具11の金具取付孔39とボルト孔12を貫通させて金具取付ボルト40の先端にナット41を螺合してそのナット41を締め込むことで、下方の間隔保持部材4bと建枠5の脚柱6とを固定する。   Further, the arc-shaped gripping portion 36 of the gripping metal fitting 11 is inserted from the lower end portion of the pedestal 6 of the building frame 5, and the openings of the pair of opposing clamping protrusions 37, 37 of the gripping metalwork 11 are placed inside the building frame 5. When the gripping metal fitting 11 is moved upward and passes through the horizontal reinforcing member 26, the opening portions of the sandwiching protrusions 37, 37 are directed to the outside of the building frame 5 and are provided below the column main body 2. The gap holding member 4b is sandwiched between the holding protrusions 37, 37 of the holding metal fitting 12, the metal fitting mounting hole 39 of the holding metal fitting 11 is directed to the bolt hole 12 of the lower gap holding member 4b, and the metal fitting mounting bolt 40 is held. By passing through the metal fitting mounting hole 39 and the bolt hole 12 of the metal fitting 11 and screwing the nut 41 to the tip of the metal fitting mounting bolt 40 and tightening the nut 41, the lower interval holding member 4 b and the leg of the building frame 5 are secured. The column 6 is fixed.

これにより、作業者が姿勢を崩して手摺42を建枠5の内側に引き寄せるような力が生じ、その結果、手摺42を支えている手摺柱13の上端を建枠5の内側に曲げる力が作用して、先行手摺用固定金具1の上端部の嵌合支柱3が建枠5の内側に曲げられる力が作用したとしても、下方の間隔保持部材4bと建枠5の脚柱6とが固定されているため、下方の間隔保持部材4bが建枠5の脚柱6から離れようとする力を抑えて、手摺柱13を倒す力に効果的に対抗することができるから、支柱本体2及びそれから延出している嵌合支柱3が確実に直立状態を維持することとなり、手摺柱13が建枠5の内側に倒れ込むことを防止し、結果として、作業者の転落は勿論、作業者の転倒をも効果的に防止することができ、作業者の高所作業における安全を保証することができる。   As a result, a force is generated such that the operator loses his / her posture and pulls the handrail 42 toward the inside of the building frame 5, and as a result, a force for bending the upper end of the handrail pillar 13 supporting the handrail 42 toward the inside of the building frame 5 is generated. Even if a force is applied to cause the fitting support column 3 at the upper end of the preceding handrail fixing bracket 1 to bend toward the inside of the building frame 5, the lower spacing member 4 b and the leg column 6 of the building frame 5 are connected. Since it is fixed, it is possible to suppress the force that the lower spacing member 4b is separated from the leg column 6 of the building frame 5 and to effectively counteract the force that causes the handrail column 13 to fall down. And the fitting column 3 extending from it is surely maintained in an upright state, and the handrail column 13 is prevented from falling into the inside of the building frame 5. It can effectively prevent falls, and can be used when working at high altitudes. It is possible to guarantee the full.

ところで、手摺柱13を取り付ける嵌合支柱3として上下の建枠5,5を接続するジョイント32を流用することが考えられるが、一般に使用されているジョイント32は脚柱6の内部に挿入される支柱部に外径が36.4mmの鋼製管材が使用されている関係で、手摺柱13に脚柱6と同じ鋼製管材を使用した場合には、外径寸法が42.7mmで内径寸法が37.9mm(板厚2.4mm)の内部に外径36.4mmの支柱部との組み合わせとなり、両者の軸心を合わせた場合に、軸心の両側に0.75mmの隙間が生じることになり、手摺柱13を支える先行手摺用固定金具1の嵌合支柱3とのはめあいが緩る過ぎて手摺柱13が嵌合支柱3上でがたつくこととなり、手摺柱13を倒そうとする力に対抗して手摺柱13を支えようとする場合に不利であるだけでなく、作業者が手摺42に手を掛けた場合に手摺42自体ががたつくことになり不安を感じることになるといった不具合がある。   By the way, although it is possible to divert the joint 32 which connects the upper and lower building frames 5 and 5 as the fitting support | pillar 3 which attaches the handrail pillar 13, the joint 32 currently generally used is inserted in the inside of the leg pillar 6. FIG. Because the steel pipe material with an outer diameter of 36.4 mm is used for the column part, when the same steel pipe material as the leg column 6 is used for the handrail column 13, the outer diameter dimension is 42.7 mm and the inner diameter dimension. Is a combination of a support portion with an outer diameter of 36.4 mm inside 37.9 mm (plate thickness 2.4 mm), and when both axes are aligned, a gap of 0.75 mm is generated on both sides of the axis And the fitting with the fitting post 3 of the preceding handrail fixing bracket 1 that supports the handrail pillar 13 becomes too loose, and the handrail pillar 13 rattles on the fitting pillar 3, and the force to try to knock down the handrail pillar 13 Trying to support the handrail pillar 13 against If not only a disadvantage, the operator there is a problem that it becomes possible to feel the anxiety now that the handrail 42 is itself rattling when multiplied by the hand to the handrail 42.

そこで、この発明の実施の形態に係る先行手摺用固定金具1にあっては、支柱本体2に外径が38.1mmで内径寸法が33.5mmの鋼製管材し、嵌合支柱3部を絞り加工で外径寸法を37.3mmに設定することで、外径寸法が42.7mmで内径寸法が37.9mm(板厚2.4mm)の手摺柱13を使用した場合に、両者の軸心を合わせたときに、軸心の両側に0.4mmの隙間が生じる大きさに抑えている。これにより、作業者が手摺42に手を掛けた場合のように手摺柱13を倒そうとする力が作用した場合でも、手摺42自体のがたつきが僅かであり作業者が不安を感じるようなことがなく、しかも、嵌合支柱3に手摺柱13を取り付ける際のはめ込み操作も円滑に行える。   Therefore, in the preceding handrail fixing bracket 1 according to the embodiment of the present invention, a steel pipe material having an outer diameter of 38.1 mm and an inner diameter of 33.5 mm is provided on the support body 2, and the fitting support 3 parts are provided. When the outer diameter is set to 37.3 mm by drawing, when the handrail column 13 having an outer diameter of 42.7 mm and an inner diameter of 37.9 mm (plate thickness 2.4 mm) is used, both shafts When the centers are aligned, the size is controlled so that a gap of 0.4 mm is generated on both sides of the shaft center. As a result, even when a force is exerted to bring down the handrail column 13 as in the case where the worker puts his hand on the handrail 42, the handrail 42 itself is slightly wobbled so that the worker feels uneasy. In addition, the fitting operation when attaching the handrail column 13 to the fitting column 3 can be performed smoothly.

ところで、先行手摺用固定金具1を枠組足場27を構築する現場で建枠5の脚柱6に取り付けるか、或いは枠組足場27を構築する以前の建枠5の製造工場の出荷時又は資材置き場にある段階で建枠5の脚柱6に取り付けるかのいずれの方法を採用したとしても、この発明の係る実施の形態では、一つの枠組足場27に、建物や橋脚等の構築物と反対側に相当する足場板25の外側に、二つの手摺柱13,13とこの二つの手摺柱13,13の間に架設された少なくとも一つ以上の手摺42との組み合わせからなる先行手摺が構築されることになる。   By the way, the fixing bracket 1 for the leading handrail is attached to the pedestal 6 of the building frame 5 at the site where the frame scaffold 27 is constructed, or at the time of shipment of the manufacturing factory of the building frame 5 before constructing the frame scaffold 27 or at the material storage Even if any method of attaching to the pedestal 6 of the building frame 5 is adopted at a certain stage, in the embodiment according to the present invention, one frame scaffold 27 corresponds to the opposite side of the structure such as a building or a pier. A leading handrail composed of a combination of two handrail pillars 13 and 13 and at least one handrail 42 installed between the two handrail pillars 13 and 13 is constructed on the outside of the scaffolding plate 25 to be constructed. Become.

次に、前述した手順によって左右一対の建枠5,5の建物や橋脚等の構築物と反対側に相当する左右一対の脚柱6,6の上端部に先行手摺用固定具1,1が取り付けられている状態から、手摺42を取り付ける方法を説明する。   Next, according to the above-described procedure, the handrail fixtures 1 and 1 are attached to the upper ends of the pair of left and right pedestals 6 and 6 corresponding to the opposite side of the structure of the pair of left and right building frames 5 and 5 and the structure such as the pier. A method of attaching the handrail 42 from the state where it is placed will be described.

まず、先行手摺用固定具の嵌合支柱に手摺柱を取り付ける方法を、主に図2及び図4にしたがって説明する。   First, a method for attaching a handrail post to a fitting post of a preceding handrail fixture will be described mainly with reference to FIGS.

嵌合支柱3に手摺柱13を取り付けるには、手摺柱13を垂直に立てた姿勢のままその下端開口部31を嵌合支柱3の上方から差し込んで行くと、手摺柱13の下端44が嵌合支柱3の内部に組み込まれたロック装置17の抜け止めピン16の上面傾斜部21に当たるが、そのまま下降させることで手摺柱13の下端44が上面傾斜部21を滑り嵌合支柱3の側面から突出する方向に付勢されている抜け止めピン16を内側に押し込む分力が発生するので、抜け止めピン16が嵌合支柱3の中心部に向かって押し込まれて嵌合支柱3の内部に埋没した後、抜け止めピン16の最先端20は手摺柱13の内周面を摺動して止め孔15の中心と抜け止めピン16の中心とが一致した場合に手摺柱13の止め孔15から抜け止めピン16が突出して、抜け止めピン16の水平面22が止め孔15の下側内周面に係合することで手摺柱13が嵌合支柱3の所定の位置で直立状態に固定されることになる。   In order to attach the handrail column 13 to the fitting column 3, the lower end 44 of the handrail column 13 is fitted when the lower end opening 31 is inserted from above the fitting column 3 while keeping the handrail column 13 standing vertically. The lower end 44 of the handrail column 13 slides down the upper inclined portion 21 from the side surface of the sliding fitting post 3 by lowering as it is, but hitting the upper inclined portion 21 of the retaining pin 16 of the locking device 17 incorporated in the inside of the mating post 3. Since a component force is generated to push the retaining pin 16 biased in the protruding direction inward, the retaining pin 16 is pushed toward the center of the fitting column 3 and buried in the fitting column 3. After that, when the leading edge 20 of the retaining pin 16 slides on the inner peripheral surface of the handrail column 13 and the center of the retaining hole 15 and the center of the retaining pin 16 coincide, The retaining pin 16 protrudes Handrail column 13 by engaging the lower inner circumferential surface of the horizontal surface 22 of the retaining pin 16 locking hole 15 is to be secured to the upright at a predetermined position of the mating posts 3.

なお、手摺柱13には予め所定の高さにグラビティロックや外形に凹凸形状からなる突片等の人為的な操作をしないとロック状態を解除できない機構を有する係止部43が設けられている。   The handrail column 13 is provided with a locking portion 43 having a mechanism that cannot be unlocked unless an artificial operation such as a gravity lock at a predetermined height or a projecting piece having an uneven shape on the outer shape is performed in advance. .

また、手摺42の両端部には、図9に示したように、係止部43に係合する係合孔44,44が穿設されており、この係合孔44は手摺42の長手方向と平行な長辺を有する矩形状の長孔とすることで、一対の手摺柱13の間の距離の多少の変化に対応できるようになっている。   Further, as shown in FIG. 9, engagement holes 44, 44 that engage with the locking portions 43 are formed at both ends of the handrail 42, and the engagement holes 44 are formed in the longitudinal direction of the handrail 42. By making it a rectangular long hole having a long side parallel to the pair, it is possible to cope with a slight change in the distance between the pair of handrail pillars 13.

そこで、図5に示したように、下段の枠組足場27aから手摺42の一端部を持って、手に持っていない方の手摺42の他端部に設けられている係合孔44を最初に取り付けた手摺柱13に設けられている係止部43に差し込む。   Therefore, as shown in FIG. 5, the engagement hole 44 provided at the other end portion of the handrail 42 that is not held by the hand is held first from the lower frame scaffold 27a. It inserts in the latching | locking part 43 provided in the handrail pillar 13 to which it attached.

次に、図6に示したように、手に持っている手摺42の一端部に設けられている係合孔44をこれから取り付ける手摺柱13に設けられている係合部43に差し込んで、既に一方の先行手摺用固定具1の嵌合支柱3に取り付けられている手摺42の係合部43を回動軸として、これから取り付ける手摺柱13を垂直に立てた姿勢のまま持ち上げるようにして、その下端開口部31を他方の先行手摺用固定具1の嵌合支柱3の上方から差し込むようにして手摺柱13を持っている手を下げてくれば、手に持っている手摺柱13の止め孔45に抜け止めピン16が係合して嵌合支柱3の所定の位置で固定されることになり(図7を参照)、同時に建物や橋脚等の構築物と反対側に相当する足場板25の外側に、二つの手摺柱13,13とこの二つの手摺柱13,13の間に架設された少なくとも一つ以上の手摺42との組み合わせからなる先行手摺が構築されることになる。   Next, as shown in FIG. 6, the engagement hole 44 provided at one end of the handrail 42 held in the hand is inserted into the engagement portion 43 provided in the handrail column 13 to be attached. Using the engaging portion 43 of the handrail 42 attached to the fitting post 3 of one of the preceding handrail fixing tools 1 as a rotation axis, the handrail pillar 13 to be attached is lifted in a vertical position, If the hand holding the handrail column 13 is lowered by inserting the lower end opening 31 from above the fitting post 3 of the other preceding handrail fixture 1, the retaining hole of the handrail column 13 held in the hand 45, the retaining pin 16 is engaged and fixed at a predetermined position of the fitting column 3 (see FIG. 7), and at the same time, the scaffolding plate 25 corresponding to the opposite side of the structure such as a building or a bridge pier is provided. On the outside, two handrail pillars 13 and 13 and these two Consist of a combination of at least one handrail 42 is installed between the handrail column 13 prior handrail is to be constructed.

その後、図8に示したように、下段の足場板25の上から上段の枠組足場27bの左右一対の建枠5b,5bの腕木24,24に上段の足場板25を架設すれば、先行手摺が構築された枠組足場27が完成する。   After that, as shown in FIG. 8, if the upper scaffolding plate 25 is installed on the arms 24, 24 of the pair of left and right building frames 5b, 5b of the upper frame scaffolding 27b from the lower scaffolding plate 25, the leading handrail The frame scaffold 27 constructed by is completed.

なお、手摺42と手摺柱13とからなる先行手摺を解体するためには、弾性部材18の付勢力に抗して手動で抜け止めピン16を内側に押し込んで、抜け止めピン16の水平面22が止め孔15の下側内周面に係合を解除してから手摺柱13を上方に持ち上げていき、左右の先行手摺用固定金具1,1の嵌合支柱3,3から手摺柱13を一本ずつ取り外せばよい。   In order to disassemble the preceding handrail composed of the handrail 42 and the handrail pillar 13, the retaining pin 16 is manually pushed inward against the urging force of the elastic member 18, and the horizontal surface 22 of the retaining pin 16 is moved. After releasing the engagement with the lower inner peripheral surface of the stop hole 15, the handrail column 13 is lifted upward, and the handrail column 13 is moved from the fitting columns 3, 3 of the left and right preceding handrail fixing brackets 1, 1. Remove books one by one.

また、前述したように、支柱本体2の下方に設けられた間隔保持部材4aの平面視の幅寸法Aは、本体支柱2の外径寸法とほぼ等しい上方の間隔保持部材4bの平面視の幅寸法Bより小さくしているので、下方の間隔保持部材4aに把持金具11を使用して建枠5の脚柱6を固定した場合であっても、挟持突片37から外側に張り出す金具取付ボルト40の高さとナット41の高さを足した寸法を支柱本体2の外径寸法とほぼ等しい値に抑えられている。そのため、先行手摺用固定金具1を取り付けた状態の建枠5の最大幅は把持金具11を脚柱6に取り付けた際の円弧状把持部36の外径寸法となり、この円弧状把持部36の外径寸法は建枠5の脚柱6の外径寸法に円弧状把持部36の板厚の2倍の寸法を足した値であって、建枠5の脚柱6の外径寸法より僅かに大きいものである。したがって、脚柱6に先行手摺用固定金具1を取り付けた建枠5であっても、脚柱6の外径寸法を超える大きな突起部が存在しないため、複数の建枠5を積み重ねた状態でも安定するので、この発明の実施の形態に係る先行手摺用固定金具付き建枠を採用した場合には、先行手摺用固定金具の付いていない一般の建枠と同様に製造工場や資材置き場における保管は勿論、運搬等の移動の際にも取り扱いが容易である。   Further, as described above, the width A in the plan view of the spacing member 4a provided below the column main body 2 is the width in the plan view of the upper spacing member 4b which is substantially equal to the outer diameter of the main column 2. Since it is smaller than the dimension B, even when the leg column 6 of the building frame 5 is fixed to the lower spacing holding member 4a by using the holding metal fitting 11, the metal fitting that protrudes outward from the sandwiching protrusion 37 is attached. The dimension obtained by adding the height of the bolt 40 and the height of the nut 41 is suppressed to a value substantially equal to the outer diameter dimension of the column main body 2. Therefore, the maximum width of the building frame 5 in the state in which the mounting bracket 1 for the leading handrail is attached is the outer diameter of the arc-shaped gripping portion 36 when the gripping bracket 11 is attached to the pedestal 6. The outer diameter dimension is a value obtained by adding a dimension twice as large as the thickness of the arc-shaped gripping portion 36 to the outer diameter dimension of the leg pillar 6 of the building frame 5, and slightly smaller than the outer diameter dimension of the leg pillar 6 of the building frame 5. It is a big one. Accordingly, even in the building frame 5 in which the fixing bracket 1 for the handrail is attached to the pedestal 6, there is no large protrusion exceeding the outer diameter dimension of the pedestal 6, so even in a state where a plurality of building frames 5 are stacked. When the building frame with the fixing bracket for the leading handrail according to the embodiment of the present invention is adopted, it is stored in the manufacturing factory or the material storage area in the same manner as a general building frame without the fixing bracket for the leading handrail. Of course, it is easy to handle during transportation.

この発明の実施の形態に係る先行手摺用固定金具の斜視図である。It is a perspective view of the fixing metal fitting for prior handrails concerning an embodiment of this invention. 同実施の形態に係る先行手摺用固定金具の一部破断した正面図である。It is the front view which fractured | ruptured partially the fixed metal fitting for prior handrails concerning the embodiment. 同実施の形態に係る先行手摺用固定金具を建枠に取り付けた状態を示した正面図である。It is the front view which showed the state which attached the fixing metal fitting for prior handrails concerning the embodiment to the building frame. 同実施の形態に係る先行手摺用固定金具に手摺柱を取り付ける直前の状態を示した要部拡大正面図である。It is the principal part enlarged front view which showed the state just before attaching a handrail pillar to the fixing bracket for precedence handrails concerning the embodiment. 最初に取り付けた手摺柱の係合部に手摺の一端部を係合した状態を示す説明図である。It is explanatory drawing which shows the state which engaged the end part of the handrail with the engaging part of the handrail pillar attached initially. 図5の手摺柱の他端部に後から取り付ける手摺柱の係合部を係合した状態を示す説明図である。It is explanatory drawing which shows the state which engaged the engaging part of the handrail pillar attached later to the other end part of the handrail pillar of FIG. 図6の後から取り付ける手摺柱を先行手摺用固定具に取り付ける状態を示す説明図である。It is explanatory drawing which shows the state which attaches the handrail pillar attached from the back of FIG. 6 to the fixing tool for preceding handrails. 下段の枠組足場から上段の足場板を取り付ける状態を示す説明図である。It is explanatory drawing which shows the state which attaches an upper stage scaffold board from a lower frame scaffold. 中間部を省略した手摺の正面図である。It is a front view of the handrail which abbreviate | omitted the intermediate part. 従来の建枠を使用した枠組足場の完成状態を示した斜視図である。It is the perspective view which showed the completion state of the frame scaffold using the conventional building frame.

符号の説明Explanation of symbols

1 先行手摺用固定金具
2 支柱本体
3 嵌合支柱
4,4a,4b 間隔保持部材
5,5a,5b 建枠
6,6a,6b 脚柱
7 凹部
8 貫通孔
9 ジョイント取付孔
10 ボルト(固着部材)
11 把持金具
12 取付孔(取付部)
13 手摺柱
15 止め孔
16 抜け止めピン
24 腕木
27 枠組足場
28 筋交い
42 手摺
43 係合部
44 係合孔
DESCRIPTION OF SYMBOLS 1 Fixing metal fitting for handrail 2 Prop body 3 Fitting support 4, 4a, 4b Spacing holding member
5, 5a, 5b Building frame 6, 6a, 6b Leg column 7 Recessed portion 8 Through hole 9 Joint mounting hole 10 Bolt (fixing member)
11 Grip bracket 12 Mounting hole (Mounting part)
13 handrail pillar 15 retaining hole 16 retaining pin 24 arm 27 frame scaffolding 28 bracing 42 handrail 43 engaging portion 44 engaging hole

Claims (5)

支柱本体の上端部に手摺柱が接続できる嵌合支柱を延設し、前記支柱本体の側面には建枠の脚柱の側面に当接する凹部を備えた上下一対の間隔保持部材を突設し、該一対の間隔保持部材の前記凹部を建枠の脚柱に接触させたときに前記支柱本体の軸心と建枠の脚柱の軸心とが互いに平行になると共に、前記一対の間隔保持部材の間に相当する前記支柱本体の側面には、建枠の脚柱の上端部の側面に設けられている対向した一対のジョイント取付孔の中心を結ぶ仮想線と同一直線上に位置する中心を備えた対向する一対の貫通孔を有していることを特徴とする先行手摺用固定金具。 A fitting support column that can be connected to a handrail column is extended to the upper end of the support column body, and a pair of upper and lower spacing holding members provided with recesses that contact the side surfaces of the leg columns of the building frame are provided on the side surface of the support column body. When the recesses of the pair of spacing members are brought into contact with the pedestal of the building frame, the axis of the column main body and the axis of the pedestal of the building frame are parallel to each other, and the pair of spacing is maintained. A center located on the same side as a virtual line connecting the centers of a pair of opposing joint mounting holes provided on the side surface of the upper end of the pedestal of the building frame, on the side surface of the column main body corresponding to between the members And a pair of through-holes facing each other. 前記嵌合支柱には、手摺柱を上方から取り付ける際に手摺柱の下端によって抜け止めピンが内側に押し込まれた後、所定の位置で前記抜け止めピンが外側に飛び出して手摺柱に設けられている止め孔に前記抜け止めピンが嵌合してロック状態となり、手摺柱を取り外す際に手動で前記抜け止めピンを内側に押し込んで前記ロック状態を解除することのできるロック装置が設けられていることを特徴とする請求項1に記載の先行手摺用固定金具。 When the handrail column is mounted from above, the retaining pin is pushed inward by the lower end of the handrail column, and then the retaining pin jumps out at a predetermined position and is provided on the handrail column. A locking device is provided in which the retaining pin is fitted into a retaining hole that is in a locked state, and when the handrail column is removed, the retaining pin can be manually pushed inward to release the locked state. The preceding bracket for mounting a handrail according to claim 1. 前記上下一対の間隔保持部材のうち、下方の間隔保持部材には建枠の脚柱を把持する把持金具が接続できる取付部を有していることを特徴とする請求項1又は2に記載の先行手摺用固定金具。 The lower interval holding member of the pair of upper and lower interval holding members has an attachment portion to which a holding fitting for holding a pedestal of a building frame can be connected. Fixing bracket for leading handrail. 前記上下一対の間隔保持部材のうち、下方の間隔保持部材の平面視の幅寸法は上方の間隔保持部材の平面視の幅寸法より小さく、前記把持金具は、建枠の脚柱の外周の1/2以上を把持することのできる円弧状把持部と該円弧状把持部から外側に延出した前記下方の間隔保持部材を挟み込むことのできる一対の向かい合った挟持突片とからなり、該一対の挟持突片の開口部の寸法は建枠の脚柱の外径寸法より小さく、かつ、建枠の連結補強材の外径寸法より大きいことを特徴とする請求項3に記載の先行手摺用固定金具。 Of the pair of upper and lower spacing members, the width of the lower spacing member in plan view is smaller than the width of the upper spacing member in plan view. / The arc-shaped gripping part capable of gripping two or more, and a pair of opposing clamping protrusions capable of sandwiching the lower spacing member extending outward from the arc-shaped gripping part, The size of the opening part of a clamping protrusion is smaller than the outer diameter dimension of the pedestal of a building frame, and is larger than the outer diameter dimension of the connection reinforcement of a building frame, The fixing for prior handrails of Claim 3 characterized by the above-mentioned. Hardware. 前記請求項1乃至4のいずれか一つに記載の先行手摺用固定金具を建枠に取り付けた先行手摺用固定金具付き建枠であって、建枠の脚柱の上端開口部にジョイントを差し込み、該ジョイントを建枠に取り付けるための対向した一対のジョイント取付孔と前記支柱本体に有する対向した一対の貫通孔とを貫通する固着部材を使用して建枠の外側に前記先行手摺用固定金具を着脱自在に固定していることを特徴とする先行手摺用固定金具付き建枠。 5. A building frame with a preceding handrail fixing bracket, wherein the preceding handrail fixing bracket according to any one of claims 1 to 4 is attached to a building frame, wherein a joint is inserted into an upper end opening of a pedestal of the building frame. The fixing bracket for the leading handrail on the outside of the building frame using a fixing member that passes through a pair of opposed joint mounting holes for mounting the joint to the building frame and a pair of opposed through holes provided in the column main body. A building frame with a fixing bracket for a leading handrail, characterized in that it is detachably fixed.
JP2005019873A 2005-01-27 2005-01-27 Leading railing fixing bracket and building frame with leading railing fixing bracket Active JP4549876B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0618549U (en) * 1992-08-17 1994-03-11 アサヒ産業株式会社 Pipe joint
JPH0710224U (en) * 1993-07-13 1995-02-14 アサヒ産業株式会社 Brace handrail frame device for temporary scaffolding
JP2003147953A (en) * 2001-11-14 2003-05-21 Yuko Maintenance:Kk Method and device for installing pipe structure on temporary scaffold
JP2005299172A (en) * 2004-04-09 2005-10-27 Horii Engineering Kk Bracket for handrail strut, preceding handrail assembly set and framework scaffold

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0618549U (en) * 1992-08-17 1994-03-11 アサヒ産業株式会社 Pipe joint
JPH0710224U (en) * 1993-07-13 1995-02-14 アサヒ産業株式会社 Brace handrail frame device for temporary scaffolding
JP2003147953A (en) * 2001-11-14 2003-05-21 Yuko Maintenance:Kk Method and device for installing pipe structure on temporary scaffold
JP2005299172A (en) * 2004-04-09 2005-10-27 Horii Engineering Kk Bracket for handrail strut, preceding handrail assembly set and framework scaffold

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