JPH0246601Y2 - - Google Patents

Info

Publication number
JPH0246601Y2
JPH0246601Y2 JP1984178698U JP17869884U JPH0246601Y2 JP H0246601 Y2 JPH0246601 Y2 JP H0246601Y2 JP 1984178698 U JP1984178698 U JP 1984178698U JP 17869884 U JP17869884 U JP 17869884U JP H0246601 Y2 JPH0246601 Y2 JP H0246601Y2
Authority
JP
Japan
Prior art keywords
scaffolding
drain pipe
locking piece
retaining wall
stopper
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1984178698U
Other languages
Japanese (ja)
Other versions
JPS6194135U (en
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 filed Critical
Priority to JP1984178698U priority Critical patent/JPH0246601Y2/ja
Publication of JPS6194135U publication Critical patent/JPS6194135U/ja
Application granted granted Critical
Publication of JPH0246601Y2 publication Critical patent/JPH0246601Y2/ja
Expired legal-status Critical Current

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  • Movable Scaffolding (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は石積み工事用の足場に係るものであ
る。
[Detailed description of the invention] (Field of industrial application) The present invention relates to scaffolding for masonry work.

(従来の技術) 従来、石積工事の際の足場としては足場丸太や
単管パイプを組立てて使用していた。
(Conventional technology) Conventionally, scaffolding logs and single pipes have been assembled and used as scaffolding during masonry work.

(考案が解決しようとする問題点) この場合、足場の組立,解体等に時間がかか
り、また足場の位置も作業工程に合わせて変えて
いかなければならない。更にまたスペースをと
り、コンクリート打設時やバツクホーの旋回の際
に邪魔になる等の欠点があつた。
(Problems to be solved by the invention) In this case, it takes time to assemble and dismantle the scaffolding, and the position of the scaffolding must also be changed according to the work process. Furthermore, it takes up space and has the disadvantage of getting in the way when concrete is being poured or when a boxhoe is turning.

(問題点を解決するための手段) 本考案はこのような問題点を解決するために提
案されたもので、左右一双の水平片の後端部間に
は、先端面が鋸歯状部に形成された係止片の後端
部が枢着され、先端部間には螺筒が溶着された止
め金具を石積擁壁内に埋設された水抜きパイプに
挿入するとともに、前記係止片を同水抜きパイプ
の外部より水平方向に押圧して、前記一双の水平
片の後端部に対する枢着部を中心に下方に回動し
て、同係止片の先端面の鋸歯状部を前記水抜きパ
イプ内周面に噛合せしめ、前記螺筒に後端ねじ部
を螺装された螺桿の先端ねじ部に締付桿を螺装
し、同締付桿を介して前記擁壁面に沿つて配設さ
れた足場パイプを締結してなることを特徴とする
石積み工事用足場に係るものである。
(Means for solving the problem) The present invention was proposed to solve the above problem, and the front end surface is formed into a sawtooth shape between the rear ends of the left and right horizontal pieces. The rear end of the locking piece is pivotally attached, and a stopper with a screw tube welded between the tips is inserted into a drain pipe buried in the masonry retaining wall, and the locking piece is Press horizontally from the outside of the drain pipe and rotate downward about the pivot joints to the rear ends of the pair of horizontal pieces, so that the serrated portions on the distal ends of the locking pieces are removed from the water. A tightening rod is screwed into the tip threaded portion of a screw rod that is engaged with the inner circumferential surface of the extraction pipe, and the rear end threaded portion is screwed into the screw tube, and the tightening rod is disposed along the retaining wall surface through the tightening rod. This relates to a scaffold for masonry work, which is characterized by being formed by fastening installed scaffolding pipes.

(作用) 本考案は前記したように構成されているので、
前記止め金具を、石積擁壁内に埋設された水抜き
パイプに挿入し、止め金具における左右一双の水
平片の後端部間に枢着された係止片を水抜パイプ
の外部から水平方向に押圧して、同係止片を前記
一双の水平片の後端部に対する枢着部を中心とし
て下方に回動せしめ、同係止片の先端面に形成さ
れた鋸歯状部を水抜きパイプ内周面に噛合するこ
とによつて、同パイプに前記止め金具が固定され
る。
(Function) Since the present invention is constructed as described above,
Insert the stopper into the drainage pipe buried in the masonry retaining wall, and insert the locking piece pivoted between the rear ends of the left and right horizontal pieces of the stopper in a horizontal direction from the outside of the drainpipe. Press the locking piece to rotate it downward about the pivot point to the rear end of the pair of horizontal pieces, and insert the serrated portion formed on the tip of the locking piece into the drain pipe. The stopper is fixed to the pipe by engaging the circumferential surface.

更に同止め金具における前記左右一双の水平片
の先端部間に溶着された螺筒に螺桿の後端ねじ部
を螺装するとともに、同螺桿の先端ねじ部に螺装
した締付桿によつて、前記擁壁面に沿つて配設さ
れた足場パイプを締結し、同足場パイプを利用し
て足場や、転落防止用の親綱をセツトすることが
できる。
Further, the rear end threaded portion of the screw rod is screwed into the screw tube welded between the tips of the pair of left and right horizontal pieces of the same fastening metal fitting, and a tightening rod is screwed onto the tip threaded portion of the screw rod. , it is possible to fasten the scaffolding pipes arranged along the retaining wall surface and use the scaffolding pipes to set up the scaffolding and the main line for preventing falls.

(考案の効果) このように本考案によれば、前記止め金具が嵌
装固定されるべき水抜パイプの位置を適宜選定す
ることによつて、高さに応じて速やかに足場や転
落防止用親綱をセツトすることができ、また従来
の足場に比して、足場の占めるスペースが少なく
て済み、更にまた本考案によれば水抜パイプに止
め金具を挿入し、同止め金具の係止片を外部より
水平方向に押圧して同係止片を回動せしめるだけ
の簡単な操作で、同係止片の先端面の鋸歯状部が
前記水抜パイプの内周面に噛合されることによつ
て同水抜パイプに前記止め金具が固定され、施工
が著しく簡略化される。
(Effect of the invention) As described above, according to the invention, by appropriately selecting the position of the drainage pipe where the stopper is to be fitted and fixed, the scaffolding or fall prevention The rope can be set, and the space occupied by the scaffold is smaller than that of conventional scaffolding.Furthermore, according to the present invention, a stopper is inserted into the drainage pipe, and the locking piece of the stopper is inserted into the drainage pipe. With a simple operation of rotating the locking piece by pressing horizontally from the outside, the serrated portion on the tip of the locking piece engages with the inner peripheral surface of the drain pipe. The stopper is fixed to the drain pipe, which greatly simplifies construction.

(実施例) 以下本考案を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

Aは止め金具で、左右一双の水平片1,1の先
端部桿に溶接された螺筒2に螺桿3が螺着され、
前記両水平片1,1の後端部には、先端面が鋸歯
状部4aに形成された係止片4が枢着されてい
る。
A is a stopper, and a screw rod 3 is screwed onto a screw tube 2 welded to the end rods of a pair of left and right horizontal pieces 1, 1.
A locking piece 4 having a serrated tip 4a is pivotally attached to the rear end portions of both horizontal pieces 1,1.

而して前記止め金具Aを石積擁壁5に埋設され
た水抜パイプ6内に挿入し、第8図に示す如く同
パイプ6内に外部より押棒aを挿入して前記係止
片4を水平方向に押圧すると、同係止片4は前記
一双の水平片1,1に対する枢着部を中心として
矢印に示すように下方に回動し、係止片4の先端
鋸歯状部4aが水抜パイプ6の内周面に噛合する
ことによつて前記止め金具Aが水抜パイプ6に固
定される。しかるのち止め金具Aに連結された螺
桿3に螺装された締付桿7によつて石積擁壁5面
に添接された縦横の足場パイプ8,9を締結す
る。
Then, insert the stopper A into the drainage pipe 6 buried in the masonry retaining wall 5, and insert the push rod A into the pipe 6 from the outside as shown in FIG. 8 to horizontally hold the locking piece 4. When pressed in the direction, the locking piece 4 rotates downward as shown by the arrow around the pivot point to the pair of horizontal pieces 1, 1, and the serrated tip 4a of the locking piece 4 connects to the drain pipe. The stopper A is fixed to the drain pipe 6 by engaging with the inner circumferential surface of the drain pipe 6. Thereafter, the vertical and horizontal scaffolding pipes 8 and 9 attached to the masonry retaining wall 5 are fastened by the tightening rod 7 screwed onto the screw rod 3 connected to the fastener A.

なお前記締付桿7としては型枠締付金物が使用
される。
Note that a formwork clamping hardware is used as the clamping rod 7.

而して石積擁壁5の外側に作業床を設ける場合
は縦足場パイプ8にブラケツト10を取付け、同
ブラケツト10間を連結パイプ11で横方向に連
結するとともに、ブラケツト10間に足場板12
を載架するとともに手摺13を取付ける。14は
手摺13の連結パイプである。(第2図及び第4
図参照) また転落防止綱(親綱)を張設する場合には縦
足場パイプ8にクランプ15を取付け、これにワ
イヤロープ16を通して両端を固定する。石積擁
壁5の高さが上るのに伴つてクランプ15を上に
あげ、親綱の高さを調節する。(第3図参照) 図示の実施例によれば石積擁壁5の高さに応じ
て、速やかに足場や転落防止用親綱をセツトする
ことができ、また従来の足場に比して足場の占め
るスペースが少なく、コンクリート打設時やバツ
クホー旋回時の邪魔にならない。
When a work floor is provided outside the masonry retaining wall 5, brackets 10 are attached to the vertical scaffolding pipes 8, and the brackets 10 are connected laterally with connecting pipes 11, and scaffolding boards 12 are installed between the brackets 10.
At the same time as mounting the handrail 13. 14 is a connecting pipe for the handrail 13. (Figures 2 and 4
(See figure) When a fall prevention rope (main rope) is to be stretched, a clamp 15 is attached to the vertical scaffolding pipe 8, and a wire rope 16 is passed through this and both ends are fixed. As the height of the masonry retaining wall 5 increases, the clamp 15 is raised to adjust the height of the main rope. (Refer to Fig. 3) According to the illustrated embodiment, the scaffolding and the safety rope for fall prevention can be quickly set up according to the height of the masonry retaining wall 5. It occupies less space and does not get in the way when concrete is poured or when turning the backhoe.

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

第1図は本考案に係る石積み工事用足場の一実
施例の要部を示す縦断側面図、第2図及び第3図
は夫々足場板並に転落防止親綱の取付状態を示す
縦断側面図、第4図は第2図の部分拡大図、第5
図及び第6図は夫々止め金具の側面図並に平面
図、第7図は第5図の矢視−図、第8図は水
抜パイプに対する止め金具の固定作業状態を示す
縦断側面図である。 A……止め金具、3……螺桿、5……石積擁
壁、6……水抜パイプ、7……締付桿、8,9…
…足場パイプ。
Fig. 1 is a vertical side view showing the main parts of an embodiment of the scaffolding for masonry work according to the present invention, and Figs. 2 and 3 are longitudinal side views showing the installation state of the scaffold board and the fall prevention rope, respectively. , Figure 4 is a partially enlarged view of Figure 2, Figure 5
6 and 6 are a side view and a plan view of the stopper, respectively, FIG. 7 is a view taken from the direction of the arrow in FIG. 5, and FIG. 8 is a longitudinal side view showing the state in which the stopper is fixed to the drain pipe. . A... Stopping metal fitting, 3... Spiral rod, 5... Masonry retaining wall, 6... Drainage pipe, 7... Tightening rod, 8, 9...
...Scaffolding pipe.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 左右一双の水平片の後端部間には、先端面が鋸
歯状部に形成された係止片の後端部が枢着され、
先端部間には螺筒が溶着された止め金具を石積擁
壁内に埋設された水抜きパイプに挿入するととも
に、前記係止片を同水抜きパイプの外部より水平
方向に押圧して、前記一双の水平片の後端部に対
する枢着部を中心に下方に回動して、同係止片の
先端面の鋸歯状部を前記水抜きパイプ内周面に噛
合せしめ、前記螺筒に後端ねじ部を螺装された螺
桿の先端ねじ部に締付桿を螺装し、同締付桿を介
して前記擁壁面に沿つて配設された足場パイプを
締結してなることを特徴とする石積み工事用足
場。
A rear end of a locking piece having a serrated tip surface is pivotally attached between the rear ends of the pair of left and right horizontal pieces,
A stopper with a screw cylinder welded between the tips is inserted into a drain pipe buried in the masonry retaining wall, and the locking piece is pressed horizontally from the outside of the drain pipe to The pair of horizontal pieces rotate downward around the pivot joints on the rear ends of the locking pieces, and the serrated portions of the distal ends of the locking pieces engage with the inner circumferential surface of the drain pipe, and A tightening rod is screwed onto the end threaded portion of a screw rod having a threaded end portion, and a scaffolding pipe disposed along the retaining wall surface is fastened via the tightening rod. Scaffolding for masonry construction.
JP1984178698U 1984-11-27 1984-11-27 Expired JPH0246601Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984178698U JPH0246601Y2 (en) 1984-11-27 1984-11-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984178698U JPH0246601Y2 (en) 1984-11-27 1984-11-27

Publications (2)

Publication Number Publication Date
JPS6194135U JPS6194135U (en) 1986-06-18
JPH0246601Y2 true JPH0246601Y2 (en) 1990-12-07

Family

ID=30736262

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984178698U Expired JPH0246601Y2 (en) 1984-11-27 1984-11-27

Country Status (1)

Country Link
JP (1) JPH0246601Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6019861A (en) * 1983-07-14 1985-02-01 大豊建設株式会社 Prefabricated work scaffold

Also Published As

Publication number Publication date
JPS6194135U (en) 1986-06-18

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