JP2543643B2 - Scaffolding frame - Google Patents
Scaffolding frameInfo
- Publication number
- JP2543643B2 JP2543643B2 JP4059489A JP5948992A JP2543643B2 JP 2543643 B2 JP2543643 B2 JP 2543643B2 JP 4059489 A JP4059489 A JP 4059489A JP 5948992 A JP5948992 A JP 5948992A JP 2543643 B2 JP2543643 B2 JP 2543643B2
- Authority
- JP
- Japan
- Prior art keywords
- connecting pin
- scaffolding
- engaging
- building frame
- right vertical
- 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 - Fee Related
Links
- 238000010276 construction Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims 1
- 238000005299 abrasion Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Mutual Connection Of Rods And Tubes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、順次上方に組み立てて
いくのに適した仮設用足場用建枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction frame for temporary scaffolding, which is suitable for sequentially assembling upwards.
【0002】[0002]
【従来の技術】建物の建築現場において、足場用建枠を
順次上方に組み立てていくには、当然に上下に対抗する
足場用建枠を互いに連結するための連結手段を必要とす
る。2. Description of the Related Art In a construction site of a building, in order to sequentially assemble the scaffolding frames upward, it is naturally necessary to provide a connecting means for connecting the scaffolding frames which oppose each other vertically.
【0003】従来では、この連結手段として下方側の足
場用建枠の左右竪パイプの上端部に連結ピンを突設し、
これに上方側の足場用建枠の左右竪パイプの下端部を差
し込み、しかる後、両者間にわたって略弓状の抜け止め
用ロックアームをその側面に設けた係合孔に係合して両
者を互いに連結するタイプのものや、例えば実開平1ー
131753号公報に示すように足場用建枠の左右竪パ
イプ間に連結ピンを遊嵌し、連結ピンを所要角度回転さ
せることによって連結ピンに設けた係合突起を足場用建
枠に設けた凹凸部を互いに係合させて上下の足場用建枠
を連結ピンの回転操作によって互いに連結するタイプの
もの、あるいは図6に示すように下部側の足場用建枠b
の竪パイプ1の連結ピン2にばね3によって出没可能な
係合突起4を設け、これを上部側の足場用建枠aの竪パ
イプ1の係合孔5に係合して互いに連結するタイプのも
のが提案されている。Conventionally, as this connecting means, a connecting pin is projectingly provided at the upper end portion of the left and right vertical pipes of the scaffolding frame on the lower side,
Insert the lower ends of the left and right vertical pipes of the scaffolding frame on the upper side into this, and after that, engage a substantially arcuate locking lock arm in the engaging hole provided on the side surface between them to connect them. Ones that are connected to each other, or provided on the connecting pin by loosely fitting the connecting pin between the left and right vertical pipes of the building frame for scaffolding and rotating the connecting pin by a required angle as shown in Japanese Utility Model Laid-Open No. 1-131753 Of the type in which the projections and depressions provided on the scaffolding building frame are engaged with each other to connect the upper and lower scaffolding building frames to each other by rotating the connecting pin, or as shown in FIG. Building frame for scaffolding b
A type in which a connecting pin 2 of the vertical pipe 1 is provided with an engaging protrusion 4 which can be retracted by a spring 3 and is engaged with an engaging hole 5 of the vertical pipe 1 of the scaffolding frame a on the upper side to be connected to each other. Have been proposed.
【0004】上記のロックアームや係合突起4は、いず
れも丸棒状の部材によって形成され、従ってこれを係合
する係合孔5は、図7に示すように、これら丸棒状の係
合突起4に略合致するような丸孔状に形成されている。Each of the lock arm and the engaging projection 4 is formed by a round bar-shaped member, and therefore, the engaging hole 5 for engaging the same is, as shown in FIG. 7, a round bar-shaped engaging projection. 4 is formed in a round hole shape that substantially matches 4.
【0005】[0005]
【発明が解決しようとする課題】上記従来技術にあって
は、ロックアームや係合突起4が丸棒状のものからなる
ため、これを係合する係合孔5は丸孔状のものであって
もよいが、最近では耐荷重性を持たせるためにロックア
ームや係合突起4が図8に示すように上下方向の幅が左
右方向の幅に比べて大である断面竪長矩形状のロックア
ームや係合突起4が用いられる傾向にある。In the above-mentioned prior art, since the lock arm and the engaging projection 4 are round bar-shaped, the engaging hole 5 for engaging them is round-shaped. However, recently, in order to provide load resistance, the lock arm and the engaging projection 4 have a vertical rectangular cross section whose width in the vertical direction is larger than that in the horizontal direction as shown in FIG. Arms and engagement projections 4 tend to be used.
【0006】しかるに足場用建枠は、この業界特有の慣
習性によって依然として連結ピン係合用孔は従来既存の
もの、即ち丸孔状の係合孔5の設けられた足場用建枠が
使用されている。However, in the scaffolding frame, due to the peculiarity peculiar to this industry, the connecting pin engaging hole is still existing, that is, the scaffolding frame provided with the round hole-shaped engaging hole 5 is used. There is.
【0007】このように一方が竪長矩形状の係合突起4
に対し、これが係合する係合孔5が丸孔状のものである
と、短期間の使用では支障をきたすことがないが、なお
これがために依然として上記の態様で使用されているの
であるが、長期間にわたって使用すると、次のように支
障をきたすことが判明した。As described above, one of the engaging protrusions 4 has a vertically long rectangular shape.
On the other hand, if the engaging hole 5 with which this engages is a round hole-shaped one, it will not cause any trouble in short-term use, but this is still used in the above-mentioned mode because of this. , It has been found that when used for a long period of time, it causes the following problems.
【0008】これを図9によって説明すると、図9は下
部側竪パイプ1の連結ピン2に上部側竪パイプ1の下端
部が嵌合し、これにより連結ピン2の係合突起4が上部
側竪パイプ1の係合孔5に合致すると、ばね3(図6)
に付勢されて突出して該係合孔5に係合し、上下の竪パ
イプ1,1を互いに連結してなる状態を示すものである
が、この状態のとき上側竪パイプ1が連結ピン2から抜
けようとする荷重を係合突起4が係合孔5の内縁に係合
することによって受け止め、これにより上側竪パイプ1
が下側竪パイプ1から抜け出るのを阻止するようになっ
ているが、この抜け止め荷重は係合孔5の内縁のうち、
特にその下部側内縁5aに係合突起4の下側面が強力に
当接する力となって表れる。そして係合突起4が図示の
ように断面竪長矩形状になっており、これが係合する係
合孔5が丸孔状になっていると、上記の当接力は係合突
起4の下側両角部4a,4aとこれが当接する係合孔5
の下部側内縁5aに集中することになり、この係合突起
4の両角部4a,4aに対する局部荷重は、建枠の組立
段数が多数段に及ぶ場合や風力あるいは現場作業中の振
動や衝撃によって一層増大し、これがために当然にこの
係合突起4の両角部4a,4aと該両角部に接する係合
孔5の内縁、特にその下部側内縁5aに磨耗が生じ、こ
の係合突起両角部4a,4aと係合孔下部側内縁5aと
の磨耗によって係合突起4と係合孔5との間に必要以上
の隙間が発生する。この足場用建枠は、ビル建築の場合
に数拾段に積み重ねられるため、例えば磨耗により上下
方向に上記の隙間が1mm発生しても最上段では数cm
の段差が発生し、これにより特に両建枠間の上下方向や
建屋内外方向に大きながたつきが生起し、これが原因で
建枠の崩壊など大事故につながる危険性があった。This will be explained with reference to FIG. 9. In FIG. 9, the lower end of the upper vertical pipe 1 is fitted to the connecting pin 2 of the lower vertical pipe 1, whereby the engaging projection 4 of the connecting pin 2 is on the upper side. The spring 3 (Fig. 6) is aligned with the engagement hole 5 of the vertical pipe 1.
It shows a state in which the upper and lower vertical pipes 1 and 1 are connected to each other by being urged by and projecting into the engaging hole 5 and the upper vertical pipe 1 is connected to the connecting pin 2 in this state. The engagement protrusion 4 engages with the inner edge of the engagement hole 5 to receive the load trying to escape from the upper vertical pipe 1
Is prevented from coming out of the lower vertical pipe 1.
In particular, the lower side surface of the engaging projection 4 strongly abuts the lower inner edge 5a thereof. When the engaging projection 4 has a vertically long rectangular cross section as shown in the drawing, and the engaging hole 5 with which the engaging projection 4 engages is round hole-shaped, the abutting force described above results in both lower corners of the engaging projection 4. Portions 4a, 4a and engagement holes 5 with which they abut
Will be concentrated on the lower inner edge 5a of the engaging projection 4, and the local load on the both corners 4a, 4a of the engaging projection 4 will be caused by a large number of stages of assembling the building frame or by vibration or shock during wind work or on-site work. This further increases, and as a result, the corners 4a, 4a of the engaging projection 4 and the inner edge of the engaging hole 5 in contact with the both corners, in particular, the inner edge 5a on the lower side of the engaging projection 4 is abraded, so that the engaging projection both corners Due to the abrasion between the engagement protrusions 4a and 4a and the inner edge 5a on the lower side of the engagement hole, an unnecessary gap is generated between the engagement protrusion 4 and the engagement hole 5. Since this building frame for scaffolding is stacked in several steps in the case of building construction, even if the above-mentioned gap of 1 mm occurs in the vertical direction due to abrasion, for example, it is several cm at the top.
There is a risk of a large rattling, especially in the vertical direction between both building frames and in the interior and exterior directions of the building, which may lead to a major accident such as the collapse of the building frame.
【0009】本発明は、上記の難点を解消するために従
来から慣習的に使用されていた足場用建枠に改良を加
え、長期間にわたって安全に使用することのできる足場
用建枠を提案することを目的とするものである。The present invention proposes a scaffolding frame which can be safely used for a long period by improving the scaffolding frame conventionally used conventionally to solve the above-mentioned problems. That is the purpose.
【0010】[0010]
【課題を解決するための手段】本発明は上記の難点を解
決するために、実施例に示す参照符号を付して示せば、
請求項1にあっては、建枠本体10を形成する左右の竪
パイプ11,11の上端部付近に断面竪長矩形状の係合
突起14を備えた連結ピン13が突設され、これに対応
する左右の竪パイプ11の下端部付近には前記係合突起
14が係合するのに適した大きさであって、少なくとも
下側内縁12aが直線状となっている係合孔12Aが穿
設されてなる構成を採用するものである。In order to solve the above-mentioned problems, the present invention is provided with the reference numerals shown in the embodiments,
According to the first aspect of the present invention, the connecting pin 13 provided with the engaging projection 14 having a rectangular cross section is provided in the vicinity of the upper ends of the left and right vertical pipes 11, 11 forming the building frame body 10. In the vicinity of the lower ends of the left and right vertical pipes 11, engaging holes 12A having a size suitable for engaging the engaging protrusions 14 and at least a lower inner edge 12a of which are linear are formed. It adopts the structure that is formed.
【0011】また請求項2にあっては、建枠本体10を
形成する左右の竪パイプ11,11の上端部付近に断面
竪長矩形状の係合突起14を備えた連結ピン13が突設
され、これに対応する左右の竪パイプ11の下端部付近
には前記係合突起14が係合するのに適した大きさであ
って、少なくとも上側内縁12bと下側内縁12aとが
直線状となっている連結ピン係合用孔12Bを穿設して
なる構成を採用してなるものである。According to the second aspect of the present invention, a connecting pin 13 provided with an engaging projection 14 having a rectangular cross section is provided near the upper ends of the left and right vertical pipes 11, 11 forming the building frame body 10. In the vicinity of the lower end portions of the left and right vertical pipes 11 corresponding thereto, the size is suitable for engaging the engaging protrusions 14, and at least the upper inner edge 12b and the lower inner edge 12a are linear. The connecting pin engaging hole 12B is provided.
【0012】また請求項3にあっては、建枠本体10を
形成する左右の竪パイプ11,11の上端部付近に断面
竪長矩形状の係合突起14を備えた連結ピン13が突設
され、これに対応する左右の竪パイプ11の下端部付近
には前記係合突起14が係合するのに適した大きさであ
って、上下左右内縁12a〜12dが直線状となってい
る略矩形状の連結ピン係合用孔12Cを穿設してなる構
成を採用してなるものである。Further, according to a third aspect of the present invention, a connecting pin 13 provided with an engaging projection 14 having a vertical rectangular cross section is provided in the vicinity of upper ends of the left and right vertical pipes 11, 11 forming the building frame body 10. In the vicinity of the lower end portions of the left and right vertical pipes 11 corresponding thereto, the size is suitable for engaging the engaging protrusions 14, and the upper, lower, left and right inner edges 12a to 12d are substantially rectangular. A configuration is adopted in which a shaped connecting pin engaging hole 12C is provided.
【0013】また請求項4にあっては、前記連結ピン係
合用孔12A〜12Cは、建枠本体10を形成する左右
の竪パイプ11,11の下端部付近にあって互いの対向
面側にそれぞれ穿設されてなる請求項1〜3のいずれか
記載の構成を採用してなるものである。Further, according to the present invention, the connecting pin engaging holes 12A to 12C are located in the vicinity of the lower end portions of the left and right vertical pipes 11, 11 forming the building frame body 10 on the mutually opposing surface side. The structure according to any one of claims 1 to 3 is provided by drilling each.
【0014】また請求項5にあっては、前記連結ピン係
合用孔12A〜12Cは、建枠本体10を形成する左右
の竪パイプ11,11の下端部付近であって互いの対向
間隔の上下方向の同一高さの部位にそれぞれ穿設されて
なの請求項1〜3のいずれか記載の構成を採用してなる
ものである。Further, in the fifth aspect, the connecting pin engaging holes 12A to 12C are provided in the vicinity of the lower end portions of the left and right vertical pipes 11, 11 forming the building frame main body 10 and above and below the facing interval. The structure according to any one of claims 1 to 3 is adopted, which is formed in each of the portions having the same height in the direction.
【0015】[0015]
【作用】上述のように足場用建枠が連結ピン13によっ
て上下に多段状に積み重ねられて連結される共に、上部
側建枠の下部側建枠からの抜け止めは下部側建枠に突設
した連結ピン13の係合突起14が上部側建枠に穿設し
た係合孔12の内縁に係合することによって行われるよ
うになっているが、この際、多段に積み重ねられた上部
側建枠の重量や風力あるいは現場作業中の振動衝撃によ
る大荷重が係合突起14に係合する係合孔12の内縁の
うち、特にその下側内縁12aに集中し、この部分での
耐荷重性が要求されるが、この点本発明の請求項1によ
れば、建枠本体10を形成する左右の竪パイプ11の上
端部付近に断面竪長矩形状の係合突起14を備えた連結
ピン13が突設され、これに対応する左右の竪パイプ1
1の下端部付近には前記係合突起14が係合するのに適
した大きさであって、少なくとも下側内縁12aが直線
状になっている係合孔12Aが穿設されてなるため、縦
長竪長矩形状の係合突起14の直線状下面14aが連結
ピン係合用孔12Aの直線状の下側内縁12aに当接す
ることになって互いの当接面は面接触となり、これがた
めに大荷重が両者間に負荷するも両者の面全域で均一に
受けることになり、線または点接触の局部的負荷による
摩耗や損傷の発生を極力防ぎ、長期間安定して使用する
ことができる。As described above, the building frames for scaffolding are vertically stacked and connected by the connecting pin 13 in a multi-step manner, and the upper side building frame is provided on the lower side building frame to prevent the lower side building frame from coming off. The engaging projection 14 of the connecting pin 13 is engaged with the inner edge of the engaging hole 12 formed in the upper building frame. At this time, the upper building is stacked in multiple stages. A large load due to the weight of the frame, wind force, or vibration impact during field work concentrates on the lower inner edge 12a of the inner edge of the engaging hole 12 that engages with the engaging protrusion 14, and the load resistance at this portion. However, according to claim 1 of the present invention, the connecting pin 13 is provided with the engaging projections 14 having a rectangular cross section in the vicinity of the upper ends of the left and right vertical pipes 11 forming the building frame body 10. The right and left vertical pipes 1 corresponding to the
In the vicinity of the lower end portion of 1, there is formed an engaging hole 12A having a size suitable for engaging the engaging protrusion 14 and at least the lower inner edge 12a is linear, The linear lower surface 14a of the vertically elongated rectangular engaging projection 14 comes into contact with the linear lower inner edge 12a of the connecting pin engaging hole 12A, so that the abutting surfaces are in surface contact with each other, which is large. Even if a load is applied between the two, it will be evenly received over the entire surface of both, and the occurrence of abrasion or damage due to local load of line or point contact can be prevented as much as possible, and stable use can be achieved for a long period of time.
【0016】また上部側建枠の荷重を直接的に受ける係
合突起14が断面竪長矩形状に形成されるため、多段に
積み重ねられる上部側建枠の大荷重に対して充分な耐荷
重性を有する。Further, since the engaging protrusions 14 which directly receive the load of the upper side building frame are formed in a vertically long rectangular cross section, sufficient load resistance is provided against a large load of the upper side building frame stacked in multiple stages. Have.
【0017】また上部側建枠の振動衝撃によって下部側
建枠の連結ピン13の係合突起14は上部側建枠の係合
孔12の内縁のうちその上側内縁12bに当接力が強く
働くことも多々あるが、この点で請求項2によれば、建
枠本体10を形成する左右の竪パイプ11,11の下端
部付近に穿設する連結ピン係合用孔12Bの下側内縁1
2aが直線状となっているのみならず、少なくとも上側
内縁12bもが直線状となっているため、竪長矩形状の
係合突起14が係合孔12に強く当接する際に、該係合
突起14の直線状上面14bが連結ピン係合用孔12B
の上側内縁12bに面接触によって当接し両者は面全域
で均一に受けることになり、線または点接触の局部的負
荷による摩耗や損傷の発生を極力防ぎ、長期間安定して
使用することができる。Further, due to the vibration impact of the upper building frame, the engaging projection 14 of the connecting pin 13 of the lower building frame exerts a strong contact force on the upper inner edge 12b of the inner edges of the engaging holes 12 of the upper building frame. However, according to claim 2 in this respect, the lower inner edge 1 of the connecting pin engaging hole 12B formed near the lower end portions of the left and right vertical pipes 11, 11 forming the building frame body 10 is provided.
2a is not only linear, but at least the upper inner edge 12b is also linear. Therefore, when the vertically long rectangular engaging protrusion 14 strongly abuts the engaging hole 12, The linear upper surface 14b of 14 has a connecting pin engaging hole 12B.
The upper inner edge 12b comes into contact with each other by surface contact and both are evenly received over the entire surface, so that occurrence of abrasion or damage due to local load of line or point contact can be prevented as much as possible, and stable use can be achieved for a long time. .
【0018】また多段状に積み重ねられた上部側建枠の
重量や振動衝撃によって下部側建枠の連結ピン13の係
合突起14は上部側建枠の係合孔12の内縁のうちその
左右横側の内縁12c,12dに当接力が強く働くこと
も多々あるが、この点で請求項3によれば、建枠本体1
0を形成する左右の竪パイプ11,11の下端部付近に
穿設してなる連結ピン係合用孔12Cは上下部側内縁1
2a,12bが直線状となっているのみならず、左右横
側の内縁12c,12dもが直線状となっているため、
竪長矩形状の係合突起14が係合孔12に強く当接する
際に、該係合突起14の直線状左右側面14c,14d
が連結ピン係合用孔12Cの左右横側の内縁12c,1
2dに当接するようになるため、両者は面全域で均一に
受けることになり、線または点接触の局部的負荷による
摩耗や損傷の発生を極力防ぎ、長期間安定して使用する
ことができる。Further, the engaging projections 14 of the connecting pins 13 of the lower building frame are laterally left and right of the inner edges of the engaging holes 12 of the upper building frame due to the weight and vibration shock of the upper building frames stacked in multiple stages. The abutting force often acts strongly on the inner edges 12c and 12d on the side, but in this respect, according to claim 3, the building frame body 1
The connecting pin engaging holes 12C formed near the lower end portions of the left and right vertical pipes 11, 11 forming 0 are the inner edges 1 on the upper and lower portions.
Not only 2a and 12b are linear, but the inner edges 12c and 12d on the left and right sides are also linear,
When the vertically long rectangular engaging projection 14 strongly abuts on the engaging hole 12, the linear left and right side surfaces 14c and 14d of the engaging projection 14 are formed.
Are inner edges 12c, 1 on the left and right sides of the connecting pin engaging hole 12C.
Since they come into contact with 2d, they are evenly received over the entire surface, and it is possible to prevent wear and damage due to local load of line or point contact as much as possible, and to use them stably for a long period of time.
【0019】また足場用建枠の組立に当たって、足場板
15上の作業者は建枠を多段状に組み立てていく場合あ
るいは組み立てられた建枠を分解する場合に、上部側の
建枠の縦パイプ下端部を下部側建枠の連結ピンに嵌合す
る前あるいは抜き取る前に連結ピンの係合突起を手足に
よって操作しながら作業を行うようになっている。しか
るに、従来にあっては上記の係合孔は左右の縦パイプの
外側面側に穿設されていたため、左右の縦パイプ間の足
場板上に乗っている作業者は足場板から横方向に身を乗
り出して左右の縦パイプの外側面の係合孔に位置する係
合突起を操作しなければならず、高所作業において極め
て危険であった。この点で請求項4によれば、前記連結
ピン係合用孔12A〜12Cは、建枠本体10を形成す
る左右の竪パイプ11,11の下端部付近にあって互い
の対向面側にそれぞれ穿設されてなるため、連結ピン1
3の係合突起14を係合用孔12A〜12Cの位置する
左右の縦パイプ11,11間、即ち縦パイプ11の内側
面側に突出させることができ、これがために作業者は足
場板15から外側に身を乗り出すことなく足場板15の
平面内で足場用建枠の着脱作業を行うことが可能とな
り、それだけ安全に作業を行うことができる。When assembling the building frame for scaffolding, the operator on the scaffolding board 15 uses a vertical pipe of the upper building frame when assembling the building frame in multiple stages or disassembling the assembled building frame. Before fitting the lower end portion to the connecting pin of the lower building frame or before pulling it out, work is performed while manipulating the engaging projections of the connecting pin with limbs. However, in the past, since the above-mentioned engagement holes were drilled on the outer surface side of the left and right vertical pipes, an operator riding on the scaffolding plate between the left and right vertical pipes can move laterally from the scaffolding plate. It was extremely dangerous in high-altitude work because it was necessary to lean out and operate the engaging projections located in the engaging holes on the outer surfaces of the left and right vertical pipes. In this respect, according to claim 4, the connecting pin engaging holes 12A to 12C are formed near the lower end portions of the left and right vertical pipes 11 forming the building frame body 10 on the mutually opposing surface sides. Since it is installed, connecting pin 1
3 can be made to protrude between the left and right vertical pipes 11 and 11 where the engagement holes 12A to 12C are located, that is, to the inner side surface side of the vertical pipe 11, which allows the operator to move from the scaffolding plate 15. It is possible to attach / detach the scaffolding frame within the plane of the scaffolding plate 15 without leaning outward, and thus the work can be performed safely.
【0020】また請求項5によれば、前記連結ピン係合
用孔12A〜12Cは、建枠本体10を形成する左右の
竪パイプ11,11の下端部付近にあって互いの対向面
側の上下方向の同一高さの部位にそれぞれ穿設されてな
るため、上部側の足場用建枠を下部側の足場用建枠の連
結ピン13に嵌合することによって、上部側建枠が正確
に左右の連結ピン13に嵌合されたときにのみそれぞれ
の係合突起14がほぼ同時に係合孔12に係合すること
になり、これによって足場用建枠を正確に組み立てるこ
とができると共に、ほぼワンタッチで連結することがで
きるからこの面からの作業性もよい。According to the fifth aspect, the connecting pin engaging holes 12A to 12C are located in the vicinity of the lower end portions of the left and right vertical pipes 11, 11 forming the building frame body 10 and are on the upper and lower sides on the mutually opposing surface side. Since the scaffolding frames on the upper side are fitted to the connecting pins 13 of the scaffolding frame on the lower side, the upper side building frame is accurately left and right. The engaging projections 14 engage with the engaging holes 12 almost simultaneously only when they are fitted to the connecting pin 13 of the scaffolding. This allows the scaffolding frame to be accurately assembled and is almost one-touch. Since it can be connected with, workability from this aspect is also good.
【0021】[0021]
【実施例】図1は、上方側の足場用建枠aと下方側足場
用建枠bとの連結前の状態を示し、足場用建枠は建枠本
体10と該建枠本体10の左右の竪パイプ11,11間
に懸架される足場板15とからなる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a state before connection of an upper scaffolding building frame a and a lower scaffolding building frame b. The scaffolding building frame is a building frame body 10 and left and right sides of the building frame body 10. It consists of the vertical pipes 11 and the scaffolding board 15 suspended between them.
【0022】左右の竪パイプ11の下端部には連結ピン
係合用孔12が穿設されており、該両竪パイプ11の上
端部には連結ピン13が取り付けられるようになってい
る。A connecting pin engaging hole 12 is formed in the lower ends of the left and right vertical pipes 11, and a connecting pin 13 is attached to the upper ends of the both vertical pipes 11.
【0023】連結ピン係合用孔12は両竪パイプ11,
11の互いの対向側面にあってそれぞれの下端面から同
一高さの部位に設けられており、また連結ピン13には
ばね16に付勢されて出没自在な係合突起14が上記連
結ピン係合用孔12の向きと同一の向きの部位に設けら
れている。該係合突起14は図2に示すように上下方向
の厚みが横方向の厚みに比べて厚い竪長矩形状の角柱材
ないし厚板材によって形成され、これによって該係合突
起14に負荷する上下方向の荷重に対して耐久性を持た
せるようにしてある。The connecting pin engaging holes 12 are formed in both vertical pipes 11,
11 are provided on the side surfaces facing each other at the same height from their respective lower end surfaces, and the connecting pin 13 has an engaging projection 14 which is biased by a spring 16 and is retractable. It is provided in a portion in the same direction as the direction of the combined hole 12. As shown in FIG. 2, the engaging projection 14 is formed by a vertically-elongated rectangular prismatic material or thick plate material having a vertical thickness that is thicker than the lateral thickness. It is designed to have durability against the load of.
【0024】連結ピン係合用孔12は、図3に示すよう
にその下側内縁12aが直線状になっており、その上側
内縁12bおよび左右横側内縁12c,12dが円弧状
となった略かまぼこ状の係合用孔12Aに形成されてお
り、また図4に示す実施例にあっては、その下側内縁1
2aと上側内縁12bとが直線状になっており、左右横
側内縁12c,12dは円弧状となっている略太鼓状の
係合用孔12Bに形成されており、また図5に示す実施
例にあっては、上下左右内縁12a〜12dとも直線状
となった略矩形状の係合用孔12Cに形成されている。As shown in FIG. 3, the connecting pin engaging hole 12 has a lower inner edge 12a which is straight, and an upper inner edge 12b and left and right lateral inner edges 12c, 12d which are arcuate. Is formed in a hole 12A for engagement, and in the embodiment shown in FIG. 4, the lower inner edge 1 thereof is formed.
2a and the upper inner edge 12b are linear, and the left and right lateral inner edges 12c, 12d are formed into arc-shaped substantially drum-shaped engagement holes 12B, and in the embodiment shown in FIG. That is, the upper, lower, left and right inner edges 12a to 12d are both formed in a substantially rectangular engaging hole 12C having a linear shape.
【0025】従って、上部側の足場用建枠aの竪パイプ
11の下端部を下部側の足場用建枠bの竪パイプ11の
連結ピン13に嵌合することによって、上部側竪パイプ
11の連結ピン係合用孔12と下部側の連結ピン13の
係合突起14とが合致したとき連結ピン13はばね16
に付勢されて上記係合用孔12から突出して上下の両竪
パイプ11,11は抜き出し不能に連結され、上下の足
場用建枠a,bは互いに組み立てられたことになる。Therefore, by fitting the lower end of the vertical pipe 11 of the upper scaffolding frame a to the connecting pin 13 of the vertical pipe 11 of the lower scaffolding frame b, the upper vertical pipe 11 When the connecting pin engaging hole 12 and the engaging projection 14 of the lower connecting pin 13 are aligned, the connecting pin 13 is spring 16.
The upper and lower vertical pipes 11 and 11 projecting from the engaging hole 12 are connected so as not to be extracted, and the upper and lower scaffolding building frames a and b are assembled together.
【0026】しかも竪パイプ11の下端部付近に穿設さ
れる係合孔12の向きが足場板15側に向いているた
め、これに係合される連結ピン13の係脱作業を作業者
は足場板15の平面領域内で行うことができ、高所作業
を安全に行うことができる。Moreover, since the engaging hole 12 formed near the lower end of the vertical pipe 11 is oriented toward the scaffolding plate 15, the worker engages and disengages the connecting pin 13 engaged with the engaging hole 12. The work can be performed within the plane area of the scaffolding plate 15, and work in high places can be performed safely.
【0027】また足場用建枠が多段状に積み重ねられて
大重量が下部側足場用建枠に負荷しても、あるいは上部
側足場用建枠の振動や衝撃を下部側足場用建枠が受けて
も、断面竪長矩形状の係合突起14の直線状下面14
a、直線状上面14b及び直線状左右側面14c,14
dがそれぞれ係合孔12の下側内縁12a、上側内縁1
2bおよび左右横側内縁12c,12dのいずれか、ま
たは全部の内縁に面接触するようになっているため、両
者の当接部分に局部荷重を受けることがなく、従ってこ
れらの当接部分に磨耗の発生が殆どなく長期間にわたっ
て安定して使用することができる。Further, even if the scaffolding frames are stacked in multiple stages and a large amount of weight is loaded on the lower scaffolding frame, the lower scaffolding frame receives vibrations and impacts of the upper scaffolding frame. However, the linear lower surface 14 of the engaging protrusion 14 having a vertically long rectangular cross section
a, linear upper surface 14b and linear left and right side surfaces 14c, 14
d is the lower inner edge 12a and the upper inner edge 1 of the engaging hole 12, respectively.
2b and the left and right lateral inner edges 12c, 12d, or all of the inner edges are in surface contact with each other, so that the abutting portions of the two do not receive a local load, and therefore the abutting portions are abraded. It can be used stably for a long period of time with almost no generation.
【0028】[0028]
【発明の効果】本発明の請求項1によれば、断面竪長矩
形状の係合突起の直線状下面が連結ピン係合用孔の直線
状の下側内縁に当接することになって互いの当接面は面
接触となり、これがために大荷重が両者間に負荷するも
両者の面全域で均一に受けることになり、長期間使用す
るも両者の当接部分に磨耗の発生が殆どなくがたつきの
生起することなく、長期間安定して使用することができ
る。According to the first aspect of the present invention, the linear lower surface of the engaging protrusion having a vertically long rectangular cross section comes into contact with the linear lower inner edge of the connecting pin engaging hole, so as to contact each other. The contact surfaces are surface contact, which means that even if a large load is applied between them, they will be evenly received over the entire area of both surfaces, and even if they are used for a long period of time, there is almost no occurrence of wear at the contact parts of both. It can be used stably for a long period of time without causing sticking.
【0029】また両者の係合強度を持たせるために係合
突起を鋼材あるいは硬質性の鉄など耐久性の材料によっ
て形成し、これに対し竪パイプは通常の鉄材によって形
成する場合に、所謂異種金属間の磨耗が発生しやすい
が、本発明のように両者は互いに面接触することによっ
て磨耗の発生を軽減して尚かつ係合強度を上げることが
でき、この面からも長期間にわたって耐久性を有するこ
とができる。Further, in order to provide the engaging strength between the two, the engaging projections are made of a durable material such as steel or hard iron, while the vertical pipe is made of a normal iron material. Abrasion between metals is apt to occur, but as in the present invention, the two are in surface contact with each other, so that the occurrence of abrasion can be reduced and yet the engagement strength can be increased. Can have.
【0030】さらには上部側建枠の荷重を直接的に受け
る係合突起が断面竪長矩形状に形成されるため、多段に
積み重ねられる上部側建枠の大荷重に対して充分な耐荷
重性を有する。Furthermore, since the engaging projections that directly receive the load of the upper side building frame are formed in a vertical rectangular shape in cross section, sufficient load resistance against the large load of the upper side building frame stacked in multiple stages is provided. Have.
【0031】また請求項2によれば、上部側建枠の振動
衝撃によって下部側建枠の連結ピンの係合突起が上部側
建枠の係合孔の上側内縁に当接力が強く働いても両者は
互いに面接触によって当接し両者は面全域で均一に受け
ることになるため、この部分の磨耗も殆ど発生せず長期
間使用するもがたつきの生起がなく長期間安定して使用
することができる。According to the second aspect, even if the engaging protrusion of the connecting pin of the lower building frame acts strongly on the upper inner edge of the engaging hole of the upper building frame due to the vibration impact of the upper building frame. Since both contact each other by surface contact and both are uniformly received over the entire surface, wear of this part hardly occurs and it is used for a long time There is no rattling and it can be used stably for a long time. it can.
【0032】また請求項3によれば、多段状に積み重ね
られた上部側建枠の重量や振動衝撃によって下部側建枠
に対し捩方向の荷重が負荷して連結ピンの係合突起が上
部側建枠の係合孔の左右横側の内縁に当接力が強く働い
ても、両者はこの左右側面においても互いに面接触する
ようになっているため、局部荷重による磨耗の発生を阻
止してこの面からも長期間安定して使用することができ
る。According to a third aspect of the present invention, the weight of the upper building frames stacked in multiple stages and the vibrational impact apply a load in the torsional direction to the lower building frames so that the engaging protrusions of the connecting pins are on the upper side. Even if the abutting force acts strongly on the inner edges on the left and right sides of the engaging hole of the building frame, the two are in surface contact with each other on the left and right side surfaces as well, so that the occurrence of wear due to local load is prevented. From the aspect, it can be used stably for a long period of time.
【0033】また請求項4によれば、作業者は足場用建
枠の左右両竪パイプ間に懸架した足場板の平面領域内で
足場用建枠の着脱作業を行うことができるため、高所作
業を安全に行うことができる。Further, according to the present invention, the worker can attach and detach the scaffolding frame within the plane area of the scaffolding board suspended between the left and right vertical pipes of the scaffolding frame, so that the work can be performed at high places. Work can be done safely.
【0034】また請求項5によれば、足場用建枠を正確
に組み立てることができると共に、ほぼワンタッチで連
結することができるからこの面からの作業性もよい。According to the fifth aspect, the scaffolding construction frame can be accurately assembled, and the scaffolding frames can be connected almost with one touch, so that workability from this aspect is also good.
【図1】本発明の一実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.
【図2】同要部斜視図である。FIG. 2 is a perspective view of the relevant part.
【図3】同要部の正面図である。FIG. 3 is a front view of the main part.
【図4】同他の実施例の要部の正面図である。FIG. 4 is a front view of a main part of the other embodiment.
【図5】同他の実施例の要部の正面図である。FIG. 5 is a front view of a main part of the other embodiment.
【図6】従来技術の斜視図である。FIG. 6 is a perspective view of a conventional technique.
【図7】同正面図である。FIG. 7 is a front view of the same.
【図8】同要部の斜視図である。FIG. 8 is a perspective view of the main part.
【図9】同要部の拡大正面図である。FIG. 9 is an enlarged front view of the main part.
a,b 足場用建枠 10 建枠本体 11 竪パイプ 12 連結ピン係合用孔 12A 連結ピン係合用孔 12B 連結ピン係合用孔 12C 連結ピン係合用孔 12a 下側内縁 12b 上側内縁 12c 左右横側内縁 13 連結ピン 14 係合突起 14a 直線状下面 14b 直線状上面 14c 直線状右側面 14d 直線状左側面 15 足場板 a, b Building frame for scaffolding 10 Building frame main body 11 Vertical pipe 12 Connecting pin engaging hole 12A Connecting pin engaging hole 12B Connecting pin engaging hole 12C Connecting pin engaging hole 12a Lower inner edge 12b Upper inner edge 12c Left and right lateral inner edges 13 connecting pin 14 engaging protrusion 14a linear lower surface 14b linear upper surface 14c linear right side surface 14d linear left side surface 15 scaffolding plate
Claims (5)
11,11の上端部付近に断面竪長矩形状の係合突起1
4を備えた連結ピン13が突設され、これに対応する左
右の竪パイプ11の下端部付近には前記係合突起14が
係合するのに適した大きさであって、少なくとも下側内
縁12aが直線状となっている係合孔12Aが穿設され
てなる足場用建枠。1. Left and right vertical pipes forming a building frame body 10.
Engagement protrusions 1 having a vertical rectangular cross section near the upper ends of
Connecting pin 13 with 4 is projected, the left corresponding to this
The engaging projection 14 is provided near the lower end of the right vertical pipe 11.
A scaffolding frame having a size suitable for engagement and having at least a lower inner edge 12a formed with a linear engagement hole 12A .
11,11の上端部付近に断面竪長矩形状の係合突起1
4を備えた連結ピン13が突設され、これに対応する左
右の竪パイプ11の下端部付近には前記係合突起14が
係合するのに適した大きさであって、少なくとも上側内
縁12bと下側内縁12aとが直線状となっている連結
ピン係合用孔12Bを穿設してなる足場用建枠。2. Left and right vertical pipes that form the building frame body 10.
Engagement protrusions 1 having a vertical rectangular cross section near the upper ends of
Connecting pin 13 with 4 is projected, the left corresponding to this
The engaging projection 14 is provided near the lower end of the right vertical pipe 11.
A scaffolding frame having a size suitable for engagement and having at least an upper inner edge 12b and a lower inner edge 12a having a linear connecting pin engaging hole 12B .
11,11の上端部付近に断面竪長矩形状の係合突起1
4を備えた連結ピン13が突設され、これに対応する左
右の竪パイプ11の下端部付近には前記係合突起14が
係合するのに適した大きさであって、上下左右内縁12
a〜12dが直線状となっている略矩形状の連結ピン係
合用孔12Cを穿設してなる足場用建枠。3. Left and right vertical pipes forming the building frame body 10.
Engagement protrusions 1 having a vertical rectangular cross section near the upper ends of
Connecting pin 13 with 4 is projected, the left corresponding to this
The engaging projection 14 is provided near the lower end of the right vertical pipe 11.
The size is suitable for engagement, and the upper , lower, left and right inner edges 12
A scaffolding construction frame formed by forming a substantially rectangular connecting pin engaging hole 12C in which a to 12d are linear.
は、建枠本体10を形成する左右の竪パイプ11,11
の下端部付近にあって互いの対向面側にそれぞれ穿設さ
れてなる請求項1〜3のいずれか記載の足場用建枠。4. The connecting pin engaging hole12A-12C
Is the building frame body10Left and right vertical pipes that form the11, 11
Near the lower end of the
The scaffolding frame according to any one of claims 1 to 3.
は、建枠本体10を形成する左右の竪パイプ11,11
の下端部付近であって互いの対向間隔の上下方向の同一
高さの部位にそれぞれ穿設されてなの請求項1〜3のい
ずれか記載の足場用建枠。5. The connecting pin engaging hole12A-12C
Is the building frame body10Left and right vertical pipes that form the11, 11
Near the lower end of the and the same in the up-down direction of the facing interval of each other
4. The method according to any one of claims 1 to 3, wherein each of the height portions is not drilled.
Building frame for scaffolding that is described as slippage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4059489A JP2543643B2 (en) | 1992-02-12 | 1992-02-12 | Scaffolding frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4059489A JP2543643B2 (en) | 1992-02-12 | 1992-02-12 | Scaffolding frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0626191A JPH0626191A (en) | 1994-02-01 |
| JP2543643B2 true JP2543643B2 (en) | 1996-10-16 |
Family
ID=13114767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4059489A Expired - Fee Related JP2543643B2 (en) | 1992-02-12 | 1992-02-12 | Scaffolding frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2543643B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6049070B2 (en) * | 2013-02-18 | 2016-12-21 | 有限会社丸高重量 | Drilling rod |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01157844U (en) * | 1988-04-22 | 1989-10-31 |
-
1992
- 1992-02-12 JP JP4059489A patent/JP2543643B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0626191A (en) | 1994-02-01 |
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