JPH06307071A - Frame scaffold - Google Patents

Frame scaffold

Info

Publication number
JPH06307071A
JPH06307071A JP5090992A JP9099293A JPH06307071A JP H06307071 A JPH06307071 A JP H06307071A JP 5090992 A JP5090992 A JP 5090992A JP 9099293 A JP9099293 A JP 9099293A JP H06307071 A JPH06307071 A JP H06307071A
Authority
JP
Japan
Prior art keywords
handrail
frame
building
brace
braces
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.)
Granted
Application number
JP5090992A
Other languages
Japanese (ja)
Other versions
JP2626960B2 (en
Inventor
Tojiro Ito
東二郎 伊藤
Keiichi Yasuda
惠一 安田
Masashige Yoneda
正重 米田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EDOGAWA KIKO KK
Kajima Corp
Original Assignee
EDOGAWA KIKO KK
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by EDOGAWA KIKO KK, Kajima Corp filed Critical EDOGAWA KIKO KK
Priority to JP5090992A priority Critical patent/JP2626960B2/en
Publication of JPH06307071A publication Critical patent/JPH06307071A/en
Application granted granted Critical
Publication of JP2626960B2 publication Critical patent/JP2626960B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

PURPOSE:To facilitate stretching a handrail and to prevent a worker from falling by providing a handrail on a cross brace in such a manner that one end thereof is fixed by a shaft and the other end thereof is slidably engaged. CONSTITUTION:A horizontal material 1b is connected to the centers of right and left on-ground erecting materials 1a to construct a building frame 1 as a H-shaped frame on the whole. Subsequently, A U-shaped bracket 10 for shaft- fixing is provided in the vicinity of the upper end of one bar 3a of the cross brace 3, and the end of a handrail 9 is fixed through the bracket 10. Subsequently, building frames 1 for forming the upper stage are added to the upper ends of the building frames 1 by connecting pins, the folded brace 3 is expanded like an X-shape in such a manner as to put up the whole of the brace overhead by gripping the vicinity of the lower ends with hands, locking projections 7 of the on-ground erecting material 1a are inserted in through holes 8 to install the brace 3 on the upper stage, and a cloth plate 2 for the upper stage is stretched. Thus, fitting of the handrail 9 can be facilitated, and the upper half parts of the on-ground electing material 1a are erected above the cloth plate 2 so that the handrail 9 is fitted thereto so as to prevent a worker from falling.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建築、土木の工事現場
等で使用する仮設材としての枠組足場に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame scaffold as a temporary material used in construction sites of construction and civil engineering.

【0002】[0002]

【従来の技術】枠組足場は、周知のごとく図10に示すよ
うに鳥居型や門型の建枠1を適宜間隔で並列させ、この
建枠1同士を布板(足場板)2および筋かい3で連結し
てなる。
2. Description of the Related Art As is well known, in frame scaffolding, as shown in FIG. 10, torii-type and gate-type building frames 1 are juxtaposed at appropriate intervals, and the building frames 1 are connected to each other by a cloth board (scaffold board) 2 and braces. Connected with 3.

【0003】さらに詳細に述べると、建枠1は鋼管によ
る左右の建地材1aとこれを上端で連結する鋼管による
水平材lbとで一体に構成され、布板2は端のフック
(図示せず)により、相対向して並ぶ建枠1相互の水平
材lb間に掛渡される。
More specifically, the building frame 1 is integrally constructed of left and right building materials 1a made of steel pipe and a horizontal member lb made of steel pipe connecting the building materials 1a at their upper ends, and the cloth plate 2 is hooked at the ends (not shown). No.) is suspended between the horizontal members lb of the building frames 1 arranged side by side.

【0004】また、建枠1の建地材1aはその側部に係
止突起を突設してあり、筋かい3は端にこの係止突起を
差入れる貫通孔を有するバーであり、該係止突起に端部
を掛着することで筋かい3は相対向して並ぶ建枠1相互
間の側面に掛け渡される。
Further, the building material 1a of the building frame 1 has locking projections projecting from the side portions thereof, and the braces 3 are bars having through holes into which the locking projections are inserted. By hooking the ends on the locking projections, the braces 3 are hung on the side surfaces between the building frames 1 arranged opposite to each other.

【0005】なお、この筋かい3には単独のバーの組合
わせのみならず、2本のバーを中央で相互に軸着して、
X形に予め組んだ交差筋かいもある。
Not only a single bar combination is attached to the braces 3, but two bars are axially attached to each other at the center,
There is also a cross streak that is pre-assembled into an X shape.

【0006】さらに、前記建枠1は間隔を存して横方向
に並べるだけでなく、端部を差込む連結ピンで建地材1
aの上下端を結合することにより上下方向にも段積して
その高さを増していき、これに応じて作業通路となる布
板2も複数階の床をなすようにする。
Further, the building frames 1 are not only laterally arranged at intervals, but also the building material 1 is provided with connecting pins for inserting the ends thereof.
By combining the upper and lower ends of a, the height is increased by stacking in the vertical direction, and accordingly, the cloth plate 2 serving as a work passage also forms a floor of a plurality of floors.

【0007】[0007]

【発明が解決しようとする課題】ところで、かかる枠組
足場は、組立や解体時での最上階は布板2上の脇に何も
落下防止のものがない状態となり、非常に危険である。
By the way, such a frame scaffold is very dangerous because there is no fall prevention device on the side of the cloth plate 2 on the uppermost floor during assembly or disassembly.

【0008】そこで、別途独自に親綱支柱4を立ててこ
れに親綱5を渡すような方法もとられているが、部材お
よび作業が多くなり面倒である。
Therefore, a method of separately setting up the master rope support 4 and passing the master rope 5 to this is also taken, but it is troublesome because of a large number of members and work.

【0009】また、図4に示すような建枠1を左右の建
地材1aの中央を水平材lbで連結してなるH型枠とす
れば、最上階は布板2上の脇にはこの建地材1aの上半
部分が突き出ることになるのでこれに手摺材を渡すよう
にし、さらにこの手摺材の着脱をなす場合には、該建地
材1aの上半部分を作業員の安全帯からの命綱の係着部
とすることもできる。
If the building frame 1 as shown in FIG. 4 is an H-shaped frame in which the centers of the left and right building materials 1a are connected by horizontal members lb, the uppermost floor is located on the side of the cloth plate 2 on the side. Since the upper half of this building material 1a is projected, a handrail is to be handed over this, and when the handrail is to be attached or detached, the upper half of this building material 1a should be used for the safety of workers. It can also be used as an anchorage for the lifeline from the obi.

【0010】しかし、このように安全帯の使用は絶対条
件となっており面倒くささはいなめず、命綱で拘束され
るのでは作業効率も悪い。
However, since the use of the safety belt is an absolute condition as described above, it is not troublesome and the work efficiency is poor if the life belt is restrained.

【0011】本発明の目的は前記従来例の不都合を解消
し、手摺を筋かいと同時に簡単かつ容易に掛け渡し、も
しくは撤去でき、しかも、この作業を頭上位置でも安全
に行うことができるので、作業員の安全帯の使用も不要
となる枠組足場を提供することにある。
The object of the present invention is to eliminate the inconveniences of the above-mentioned conventional examples, to allow the handrails to be easily straddled or removed at the same time as the bracing, and this work can be performed safely even overhead. The purpose is to provide a framework scaffold that eliminates the need for workers to use safety belts.

【0012】[0012]

【課題を解決するための手段】本発明は前記目的を達成
するため、建枠間を該建枠に端を掛着する布板および交
差筋違いで連結する枠組足場において、一端が交差筋違
いの一方のバーの上端近くに軸着し、他の一端がもう一
方のバーの上半部に摺動自在に係合する手摺を交差筋違
いに設けたこと、および、枠は支柱中央を梁材で連結し
てなるH型枠であることを要旨とするものである。
Means for Solving the Problems In order to achieve the above-mentioned object, according to the present invention, in a frame scaffold that connects between building frames with a cloth plate whose ends are hung on the building frames and cross braces, one end has one cross bracing. A handrail that is pivotally attached near the upper end of the bar and has the other end slidably engaged with the upper half of the other bar is provided with crossed streaks, and the frame connects the center of the column with beam members. The gist is that it is an H-shaped frame formed by.

【0013】[0013]

【作用】請求項1記載の本発明によれば、相互の重なる
ように折畳んでいる交差筋かいをX字形になるように広
げると、この交差筋かいに組込まれたな手摺も一端が回
転し、他端が筋かいの他のバーの上半部に沿って摺動
し、交差筋かいに重なるような状態から伸ばされて交差
筋かい上部に水平に掛渡されるようになる。従って、交
差筋かいを枠間に取り付ければ、同時に手摺もセットす
ることになる。なお、折畳んでいる交差筋かいの下端付
近を手で握り、全体を頭上にかかげるようにして前記動
作を行えば、頭上位置に交差筋かいおよび手摺をセット
することができる。解体の動作はこれを逆に行えばよ
い。
According to the first aspect of the present invention, when the cross braces that are folded so as to overlap each other are spread out to form an X shape, one end of the handrail incorporated in the cross braces also rotates. Then, the other end slides along the upper half of the other bar of the braces, is extended from the state of overlapping the braces, and is horizontally hung on the upper part of the braces. Therefore, if the cross braces are attached between the frames, the handrail will be set at the same time. If the above operation is performed by gripping the vicinity of the lower end of the folded cross braces with a hand and holding the whole above the head, the cross braces and the handrail can be set at the overhead position. The dismantling operation may be performed in the reverse order.

【0014】請求項2記載の本発明によれば、前記作用
に加えて枠はH型枠であるので、布板から上方へは枠左
右の支柱の上半部分が立設することになり、ここに交差
筋かいおよび手摺が取り付いて落下を防止するととも
に、さらにこの枠の上部に上段の枠を継ぎ足し、その上
段の枠への交差筋かいおよび手摺のセットも先行して下
段の布板上から行うことができる。解体の場合の動作も
同様で、上段の部分の解体は常に下段の交差筋かいおよ
び手摺の内側で行うことになる。
According to the second aspect of the present invention, in addition to the above-described action, the frame is an H-shaped frame, so that the upper half portions of the left and right columns of the frame stand upright from the cloth plate. Cross braces and handrails are attached here to prevent falling, and an upper frame is added to the upper part of this frame. Can be done from The operation in the case of disassembling is also the same, and the disassembling of the upper part is always performed inside the cross streaks and the handrails of the lower part.

【0015】[0015]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の枠組足場の1実施例を示す側
面図である。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a side view showing an embodiment of the framework scaffold of the present invention.

【0016】本発明の枠組足場も前記図10で示す従来例
と同じく、建枠1を適宜間隔で並列させ、この建枠1同
士を布板(足場板)2および筋かい3で連結してなる点
は同一である。
In the frame scaffolding of the present invention, as in the conventional example shown in FIG. 10, the building frames 1 are juxtaposed at appropriate intervals, and the building frames 1 are connected to each other by a cloth board (scaffold board) 2 and braces 3. Are the same.

【0017】先にこの建枠1について述べると、図5に
示すように建枠1は鋼管による左右の建地材1aとこれ
を上端で連結する鋼管による水平材lbとで一体に構成
されるが、この水平材lbは左右の建地材1aの中央を
連結して全体をH型枠とする。
First, the building frame 1 will be described. As shown in FIG. 5, the building frame 1 is integrally constructed of left and right building materials 1a made of steel pipe and a horizontal member lb made of steel pipe connecting the building materials 1a at their upper ends. However, this horizontal member lb connects the centers of the left and right building materials 1a to form an H-frame as a whole.

【0018】図中6は水平材lbより下方の下半部分に
配置する方杖形の補強材であり、また、建枠1の建地材
1aの側部に突設する係止突起7は、これを建地材1a
の上端部と、前記水平材lbよりも少し下方に設けるも
のとした。係止突起7は出没片であるグラビティロック
を内蔵するものでもよい。前記補強材6はコーナー部で
の斜材として左右でアーチ形のものも考えられる。
Reference numeral 6 in the drawing denotes a cane-shaped reinforcing member arranged in the lower half portion below the horizontal member lb, and the locking projection 7 protruding from the side of the building material 1a of the building frame 1 is , This is building material 1a
It is arranged to be provided slightly below the upper end and the horizontal member lb. The locking projection 7 may have a built-in gravity lock which is a projecting and retracting piece. The reinforcing member 6 may be an arched member on the left and right as a diagonal member at the corner portion.

【0019】一方、筋かい3は図2にも示すように、パ
イプによるバー3aを中央で相互に軸着して、X形に予
め組んだ交差筋かいで、各バー3aの端は偏平な板状と
してここに前記係止突起7が挿入する貫通孔8を設け
た。
On the other hand, as shown in FIG. 2, the braces 3 are cross braces which are pre-assembled into an X-shape, in which bars 3a made of pipes are axially attached to each other at the center, and the ends of each bar 3a are flat. As a plate, a through hole 8 into which the locking projection 7 is inserted is provided here.

【0020】さらに、かかる交差筋かい3の一方のバー
3aの上端付近に軸着用のコ字状ブラケット10を設け、
このブラケット10を介して手摺9の端を軸着する。(図
8参照)。
Further, a shaft-mounted C-shaped bracket 10 is provided near the upper end of one bar 3a of the cross braces 3.
The end of the handrail 9 is pivotally mounted via the bracket 10. (See Figure 8).

【0021】一方、図6、図7に示すように手摺9の他
端には輪体11を設け、この輪体11に交差筋かい3の他方
のバー3aの上半部を挿通して、このバー3aに沿って
摺動自在とした。
On the other hand, as shown in FIG. 6 and FIG. 7, a wheel 11 is provided at the other end of the handrail 9, and the upper half of the other bar 3a of the cross braces 3 is inserted into the wheel 11. It is slidable along the bar 3a.

【0022】このようにして、手摺9は交差筋かい3を
X字形に広げた状態では図2に示すように交差筋かい3
のバー3aの上部に水平に掛け渡らせるが、交差筋かい
3を折り畳む状態では、図5に示すように相互に重なる
バー3aにこの手摺9も重なるように収まる。
In this manner, the handrail 9 is formed by expanding the cross braces 3 in the X-shape as shown in FIG.
When the cross braces 3 are folded, the handrail 9 also fits over the mutually overlapping bars 3a as shown in FIG. 5 when the cross braces 3 are folded.

【0023】次に使用法について説明すると、図4に示
すように先に建枠1の上端にその上の階を構成する建枠
1(鎖線部分)を連結ピン(図示せず)で継ぎ足す。こ
の場合、当該階の布板2上には当該階の建枠1の建地材
1aの上半分が出るので、この部分を利用して交差筋か
い3および手摺9が取り付いているので、かかる上の階
を構成する建枠1の作業はこの布板2上で、しかも交差
筋かい3および手摺9の内側で行うことができる。
Next, the usage will be explained. As shown in FIG. 4, the building frame 1 (chain line portion) constituting the upper floor is first connected to the upper end of the building frame 1 by a connecting pin (not shown). . In this case, since the upper half of the building material 1a of the building frame 1 of the floor appears on the cloth plate 2 of the floor, the cross braces 3 and the handrails 9 are attached using this portion. The work of the building frame 1 constituting the upper floor can be performed on the cloth plate 2 and inside the cross braces 3 and the handrails 9.

【0024】次いで、図3のような状態で畳まれた交差
筋かい3をバー3aの下端付近を手で握り、全体を頭上
にかかげるようにしてX字形になるように広げると、こ
の交差筋かい3に組込まれた手摺9もバー3aから離れ
て図2に示すようになる。
Next, the cross braces 3 folded in the state as shown in FIG. 3 are grasped near the lower end of the bar 3a with a hand, and the whole bar is held above the head so as to be expanded into an X-shape. The handrail 9 incorporated in the paddle 3 is also separated from the bar 3a as shown in FIG.

【0025】このようにして貫通孔8に係止突起7を挿
入するようにして交差筋かい3を上部階に取付け、セッ
トを完了する。
In this way, the interlock braces 3 are attached to the upper floor by inserting the locking projections 7 into the through holes 8 and the setting is completed.

【0026】その後、上部階の布板2を掛け渡す。Then, the cloth plate 2 on the upper floor is laid over.

【0027】解体の場合は前記動作とは逆の動作とな
り、上部階の布板2を外し、上部階の交差筋かい3を手
摺9とともに外し、上部階の建枠1を撤去するが、その
作業も作業階では交差筋かい3および手摺9が取り付い
ている布板2上で行うことができので、安全帯の使用は
不要となる。
In the case of dismantling, the operation is the reverse of the above operation. The cloth plate 2 on the upper floor is removed, the cross braces 3 on the upper floor are removed together with the handrail 9, and the building frame 1 on the upper floor is removed. Since the work can also be performed on the cloth board 2 to which the cross braces 3 and the handrails 9 are attached on the working floor, it is not necessary to use the safety belt.

【0028】[0028]

【発明の効果】以上述べたように本発明の枠組足場は、
手摺を筋かいと同時に簡単かつ容易に掛け渡し、もしく
は撤去でき、しかも、この作業を頭上位置でも安全に行
うことができるので、すでに手摺と筋かいが配置された
階からその上階の作業を行えて、作業員の安全帯の使用
も不要となるものである。
As described above, the frame scaffold of the present invention is
Since the handrails can be easily and easily passed over or removed at the same time as the braces, and this work can be done safely even overhead, work from the floor where the handrails and braces have already been placed to the work above it is possible. This can be done without the need for workers to use the safety belt.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の枠組足場の1実施例を示す正面図であ
る。
FIG. 1 is a front view showing an embodiment of a framework scaffold of the present invention.

【図2】本発明の枠組足場で使用する筋かいの広げた状
態の正面図である。
FIG. 2 is a front view of the braces used in the frame scaffolding of the present invention in an unfolded state.

【図3】本発明の枠組足場の筋かいを広げる前の状態の
正面図である。
FIG. 3 is a front view of the framework scaffolding of the present invention before the braces are widened.

【図4】本発明の枠組足場の組立てもしくは解体状態の
斜視図である。
FIG. 4 is a perspective view of an assembled or disassembled state of the framework scaffold of the present invention.

【図5】本発明の枠組足場で使用する筋かいの畳んだ状
態の正面図である。
FIG. 5 is a front view of the braces used in the frame scaffold of the present invention in a folded state.

【図6】手摺端部の正面図である。FIG. 6 is a front view of a handrail end portion.

【図7】手摺端部の側面図である。FIG. 7 is a side view of a handrail end portion.

【図8】手摺の他の端部の正面図である。FIG. 8 is a front view of the other end of the handrail.

【図9】本発明の枠組足場で使用する枠の正面図であ
る。
FIG. 9 is a front view of a frame used in the frame scaffold of the present invention.

【図10】従来例を示す斜視図である。FIG. 10 is a perspective view showing a conventional example.

【符号の説明】[Explanation of symbols]

1…建枠 1a…建地材 1b…水平材 2…布板 3…筋かい 3a…バー 4…親綱支柱 5…親綱 6…補強材 7…係止突起 8…貫通孔 9…手摺 10…ブラケット 11…輪体 1 ... Building frame 1a ... Building material 1b ... Horizontal material 2 ... Cloth plate 3 ... Struts 3a ... Bar 4 ... Parent rope 5 ... Parent rope 6 ... Reinforcing material 7 ... Locking protrusion 8 ... Through hole 9 ... Handrail 10 … Bracket 11… Ring

フロントページの続き (72)発明者 米田 正重 東京都江戸川区松島1−15−7 江戸川機 鋼株式会社内Front page continued (72) Inventor Masashige Yoneda 1-15-7 Matsushima, Edogawa-ku, Tokyo Edogawa Koki Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建枠間を該建枠に端を掛着する布板およ
び交差筋違いで連結する枠組足場において、一端が軸着
し、他の一端が摺動自在に係合する手摺を交差筋違いに
設けたことを特徴とする枠組足場。
1. In a frame scaffold that connects between building frames with cloth plates whose ends are hung on the building frames and cross braces, one hand is pivotally attached at one end and the other handrail is slidably engaged with the other handrail. A frame scaffold characterized by being installed in different ways.
【請求項2】 建枠は支柱中央を梁材で連結してなるH
型枠である請求項1記載の枠組足場。
2. The building frame is formed by connecting the center of the columns with beam members.
The framework scaffold according to claim 1, which is a formwork.
JP5090992A 1993-04-19 1993-04-19 Framework scaffolding Expired - Lifetime JP2626960B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5090992A JP2626960B2 (en) 1993-04-19 1993-04-19 Framework scaffolding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5090992A JP2626960B2 (en) 1993-04-19 1993-04-19 Framework scaffolding

Publications (2)

Publication Number Publication Date
JPH06307071A true JPH06307071A (en) 1994-11-01
JP2626960B2 JP2626960B2 (en) 1997-07-02

Family

ID=14014017

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5090992A Expired - Lifetime JP2626960B2 (en) 1993-04-19 1993-04-19 Framework scaffolding

Country Status (1)

Country Link
JP (1) JP2626960B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002317552A (en) 2001-04-20 2002-10-31 Yuko Maintenance:Kk Construction method of temporary structure and handrail bracing used therefor
CN106013760A (en) * 2016-07-06 2016-10-12 上海建工四建集团有限公司 Sized foot baffle for building scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002317552A (en) 2001-04-20 2002-10-31 Yuko Maintenance:Kk Construction method of temporary structure and handrail bracing used therefor
CN106013760A (en) * 2016-07-06 2016-10-12 上海建工四建集团有限公司 Sized foot baffle for building scaffold

Also Published As

Publication number Publication date
JP2626960B2 (en) 1997-07-02

Similar Documents

Publication Publication Date Title
US3837427A (en) Builders{40 {11 staging
US8245816B2 (en) Integral safety system which can be used for construction
JP3996708B2 (en) Temporary construction method for work scaffolds such as pedestrian bridges and overhead beam
JP3878277B2 (en) Scaffolding unit
KR101895535B1 (en) Safety work table
JPH06307071A (en) Frame scaffold
JP2002356989A (en) Device for attaching handrail to prefabricated scaffold
KR100529398B1 (en) A fold dropping prevention frame
JPH06307070A (en) Frame scaffold
JP2002201792A (en) Prefabricated scaffolding
JPH0453394Y2 (en)
JPS624124Y2 (en)
JP3000447B2 (en) Cross brace with railing on framework scaffold
JP2001288883A (en) Precedent handrail for prefabricated scaffolding
JP2019094769A (en) Load receiving stage and mounting method thereof
JP4183654B2 (en) Handrail support bracket, preceding handrail assembly set, frame scaffold
JP4098213B2 (en) Scaffolding frame
JP3538511B2 (en) Temporary handrail for temporary scaffolding and method of assembling and disassembling temporary scaffolding
JP2006016866A (en) Movable working table
JPH06307073A (en) Frame scaffold
CA2590484A1 (en) Integral safety system which can be used for construction
JPH0740595Y2 (en) Suspension for scaffolding and dismantling work
JPH05321481A (en) Master rope support for scaffold of framework
JP2010275738A (en) Prefabricated scaffolding and crosspiece therefor
JPH07269097A (en) Crossing connection member of temporary scaffold frame

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees