JPH026184Y2 - - Google Patents

Info

Publication number
JPH026184Y2
JPH026184Y2 JP17878884U JP17878884U JPH026184Y2 JP H026184 Y2 JPH026184 Y2 JP H026184Y2 JP 17878884 U JP17878884 U JP 17878884U JP 17878884 U JP17878884 U JP 17878884U JP H026184 Y2 JPH026184 Y2 JP H026184Y2
Authority
JP
Japan
Prior art keywords
building
building frame
handrail
construction
frame
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
JP17878884U
Other languages
Japanese (ja)
Other versions
JPS6194131U (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 JP17878884U priority Critical patent/JPH026184Y2/ja
Publication of JPS6194131U publication Critical patent/JPS6194131U/ja
Application granted granted Critical
Publication of JPH026184Y2 publication Critical patent/JPH026184Y2/ja
Expired legal-status Critical Current

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  • Movable Scaffolding (AREA)

Description

【考案の詳細な説明】 イ 考案の目的 産業上の利用分野 建設工事において、建物の外周に設ける作業用
足場の骨格となる枠組の建枠の改良に関するもの
である。
[Detailed explanation of the invention] A. Purpose of the invention Industrial application field This invention relates to the improvement of the building frame of a framework that serves as the skeleton of a working scaffold installed around the outer periphery of a building in construction work.

従来の技術 第4図のように左右対称形の鳥居型であつたの
で、枠組足場の組立てや解体の際、その最上層に
は作業者の手につかまるところがなく墜落の危険
があつた。そのため、第5図、第6図のようにそ
の作業中の段すなわち最上部の足場板または布枠
4を支える腕木2から75〜80cmの高さに水平な親
綱6を張り、命綱7を使用しなければならなかつ
た。従つて作業能率が低下する問題があつた。
Conventional Technology As shown in Figure 4, the structure was a symmetrical torii gate, so when the framework scaffold was being assembled or dismantled, there was no place for workers to grab onto the top layer, posing a risk of falling. Therefore, as shown in Figs. 5 and 6, a horizontal main rope 6 is stretched at a height of 75 to 80 cm from the arm 2 that supports the topmost scaffolding board or cloth frame 4 during the work, and a lifeline 7 is attached. I had to use it. Therefore, there was a problem that work efficiency decreased.

考案が解決しようとする問題点 親綱や命綱を使用しないで組立てや解体ができ
るよう、下の階層の建枠の一部が手摺柱として機
能する建枠を考案する。
Problems that the invention aims to solve: In order to be able to assemble and dismantle without using a main rope or lifeline, we will devise a building frame in which a part of the building frame on the lower floor functions as a handrail post.

ロ 考案の構成 問題点を解決するための手段 第1図のように同じ長さの二本の建地部材1
a,1bを互い違いにずらせて平行に配置し、一
方の建地部材すなわち内側建地部材1aの端部
と、他方の建地部材すなわち外側建地部材1bの
中間部とを腕木2により連結、固着した枠組足場
用建枠とし、これを内側建地部材1aが建物側に
位置するよう第2図のように組立て、枠組足場に
使用する。
B. Structure of the idea Means for solving the problem Two construction members 1 of the same length as shown in Figure 1
a, 1b are arranged parallel to each other with alternating shifts, and the end of one building site member, that is, the inner building site member 1a, is connected to the middle part of the other building site member, that is, the outside building site member 1b, by a cross arm 2, A fixed building frame for a framed scaffold is used, assembled as shown in FIG. 2 so that the inner construction member 1a is located on the building side, and used for a framed scaffold.

作用 解体中の階層には常に下の階層の外側建地部材
1bの上半分が突出し、これに手摺3が取付けら
れる。そして、手摺の存在により墜落防止用の手
摺子5(第3図参照)の取付けを可能とする。
Operation: On the floor being demolished, the upper half of the outer construction member 1b of the lower floor always protrudes, and the handrail 3 is attached to this. The presence of the handrail makes it possible to attach a handrail 5 (see FIG. 3) for fall prevention.

実施例 第1図に示す実施例においては建地部材1a,
1bと腕木2との連結部の剛性を補強するため、
常法により補強部材1cを取付けた。なお、外側
建地部材1bの上半分にも補強部材1c′を取付け
ると枠組足場の安定性をよくするが通路幅を狭く
するので注意を要する。
Example In the example shown in FIG. 1, the building material 1a,
In order to reinforce the rigidity of the connecting part between 1b and arm 2,
The reinforcing member 1c was attached using a conventional method. It should be noted that if the reinforcing member 1c' is also attached to the upper half of the outer construction member 1b, the stability of the framework scaffolding will be improved, but care must be taken as this will narrow the passage width.

また、これと別に、同図の下方に点線で示すよ
うに、短小な建地部材すなわち内側ベース建地部
材1a′と建枠の層高の約2分の1の高さの半層建
地部材1b′とを腕木2′で連結固定した最下層用
ベース建枠を作成する。
Separately, as shown by the dotted line at the bottom of the figure, short and small building materials, namely inner base building material 1a', and a half-story building with a height approximately half the height of the building frame are also included. A base building frame for the lowest floor is created by connecting and fixing the member 1b' with the arm 2'.

そして、第2図、第3図のように建築物の周囲
にベース建枠を、内側ベース建地部材1a′が建物
側になるよう、かつ所定間隔に配置し、その上に
内側建地部材1aが建物側になるよう順次建枠を
組立てる。
Then, as shown in Figures 2 and 3, the base building frame is placed around the building with the inner base building member 1a' facing the building and at a predetermined interval, and the inner base building member 1a' is placed on top of the base building frame. Assemble the building frame in sequence so that 1a faces the building.

また、外側建地部材1bの上端には隣の建枠と
の間に手摺3を架け渡す。さらに手摺3の中間に
はその下方の布枠4との間に手摺子5を取付け
る。
Furthermore, a handrail 3 is provided between the upper end of the outer building material 1b and the adjacent building frame. Furthermore, a handrail 5 is attached to the middle of the handrail 3 between it and the cloth frame 4 below.

ハ 考案の効果 組立ておよび解体時に親綱および命綱を使用し
ないで作業できる。
C. Effects of the invention It is possible to work without using a parent rope or a lifeline during assembly and disassembly.

また、ブレース8の下側からの墜落防止用の手
摺子5の取付けが可能となり、安全に寄与する。
Furthermore, the handrail 5 for fall prevention can be attached from below the brace 8, contributing to safety.

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

第1図は本考案に係る建枠の実施例を示す立面
図であり、第2図および第3図は本考案建枠の使
用状態を示す立面図および側面図である。第4図
は従来の建枠の実施例を示す立面図であり、第5
図および第6図は従来の建枠の使用状態を示す立
面図および側面図である。 1a……内側建地部材、1b……外側建地部
材、1c,1c′……補強部材、1a′……内側ベー
ス建地部材、1b′……外側ベース建地部材、2,
2′……腕木、3……手摺、4……布枠、5……
手摺子、6……親綱、7……命綱、8……ブレー
ス。
FIG. 1 is an elevation view showing an embodiment of the building frame according to the present invention, and FIGS. 2 and 3 are an elevation view and a side view showing the use state of the building frame according to the present invention. Figure 4 is an elevation view showing an example of a conventional building frame;
FIG. 6 is an elevation view and a side view showing the state in which a conventional building frame is used. 1a...Inner construction member, 1b...Outer construction member, 1c, 1c'...Reinforcement member, 1a'...Inner base construction member, 1b'...Outer base construction member, 2,
2'... Arm bar, 3... Handrail, 4... Cloth frame, 5...
Baluster, 6... Parent rope, 7... Lifeline, 8... Brace.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 同じ長さの二本の建地部材1a,1bを互い違
いにずらせて平行に配置し、一方の建地部材1a
の端部と、他方の建地部材1bの中間部とを腕木
2により連結、固着したことを特徴とする枠組足
場用建枠。
Two construction members 1a and 1b of the same length are arranged parallel to each other with alternating shifts, and one construction member 1a
A building frame for a framed scaffold, characterized in that an end portion of the construction member 1b and a middle portion of the other construction member 1b are connected and fixed by a support arm 2.
JP17878884U 1984-11-27 1984-11-27 Expired JPH026184Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17878884U JPH026184Y2 (en) 1984-11-27 1984-11-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17878884U JPH026184Y2 (en) 1984-11-27 1984-11-27

Publications (2)

Publication Number Publication Date
JPS6194131U JPS6194131U (en) 1986-06-18
JPH026184Y2 true JPH026184Y2 (en) 1990-02-15

Family

ID=30736356

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17878884U Expired JPH026184Y2 (en) 1984-11-27 1984-11-27

Country Status (1)

Country Link
JP (1) JPH026184Y2 (en)

Also Published As

Publication number Publication date
JPS6194131U (en) 1986-06-18

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