建筑施工扣件式鋼管腳手架安全技術規(guī)范JGJ130－2001（wor.pdf

建筑施工扣件式鋼管腳手架安全技術規(guī)范
JGJ 130－2001
中華人民共和國建設部2001－02－9批準   2001－06－01實施
 
1 總則
1．0．1 為在扣件式鋼管腳手架設計與施工中貫徹執(zhí)行國家的技術經濟政策，做到技術先進、經濟合理、安全適用、確保質量，制定本規(guī)范。
1．0．2 本規(guī)范適用于工業(yè)與民用建筑施工用落地式（底撐式）單、雙排扣件式鋼管腳手架的設計與施工，以及水平混凝土結構工程施工中模板支架的設計與施工。
單排腳手架不適用于下列情況：
（1） 墻體厚度小于或等于180mm；
（2） 建筑物高度超過24m；
（3） 空斗磚墻、加氣塊墻等輕質墻體；
（4） 砌筑砂漿強度等級小于或等于M1.0的磚墻。
1．0．3 扣件式鋼管腳手架施工前，應按本規(guī)范的規(guī)定對腳手架結構構件與立桿地基承載力進行設計計算，但在本規(guī)范第5.1.5條規(guī)定的情況下，相應桿件可不再進行設計計算。
1．0．4 扣件式鋼管腳手架施工前，應根據本規(guī)范的規(guī)定編制施工組織設計。
1．0．5 扣件式鋼管腳手架的設計與施工，除應符合本規(guī)范的規(guī)定外，尚應符合國家現行有關強制性標準的規(guī)定。

2 術語、符號
2．1 術語
2．1．1 腳手架
為建筑施工而搭設的上料、堆料與施工作業(yè)用的臨時結構架。
2．1．2 單排腳手架（單排架）
只有一排立桿，橫向水平桿的一端擱置在墻體上的腳手架。
2．1．3 雙排腳手架（雙排架）
由內外兩排立桿和水平桿等構成的腳手架。
2．1．4 結構腳手架
用于砌筑和結構工程施工作業(yè)的腳手架。
2．1．5 裝修腳手架
用于裝修工程施工作業(yè)的腳手架。
2．1．6 敞開式腳手架
僅設有作業(yè)層欄桿和擋腳板，無其它遮擋設施的腳手架。
2．1．7 局部封閉腳手架
遮擋面積小于30%的腳手架。
2．1．8 半封閉腳手架
遮擋面積占30%~70%的腳手架。
2．1．9 全封閉腳手架
沿腳手架外側全長和全高封閉的腳手架。
Construction steel tubular scaffold safety specifications
JGJ 130-2001
The People's Republic of China Ministry of Construction approved 2001-06-01 implementation of 2001-02-9
 
1 General
1.0.1 steel tubular scaffold in the design and construction of the technical implementation of national economic policies, be technologically advanced, economical, safe application, to ensure quality, development of this specification.
1.0.2 This standard applies to industrial and civil construction with a floor (bottom brace type) Single, double-breasted piece design and construction of steel scaffolding and concrete construction in the level of support the design and construction of the template.
Single-row scaffolding does not apply:
(1) wall thickness of less than or equal to 180mm;
(2) building height more than 24m;
(3) empty bucket brick walls, block walls, and so lightweight aerated wall;
(4) Mortar strength classes less than or equal to M1.0 brick wall.
1.0.3 before the construction of steel tubular scaffold, the provisions of this Code shall be scaffold pole bearing capacity of structural members and design calculations, but in this specification under Article 5.1.5, the corresponding bar design can no longer calculate.
1.0.4 steel tubular scaffold before construction should be based on the specification requirements of the construction organization design.
1.0.5 steel tubular scaffold design and construction, in addition shall comply with the provisions of this specification, there should be consistent with current national mandatory standards.

2 terms, symbols
2.1 Terminology
2.1.1 Scaffolding
For the erection of the building construction and materials, reactor materials and temporary structures used in construction operations aircraft.
2.1.2 Single-row Scaffolding (one bent)
Only a row of pole, horizontal bar horizontal shelving in the wall on one end of the scaffold.
2.1.3 Scaffolding double (double-bent)
Two rows from the outside pole and the horizontal bar and other form of scaffolding.
2.1.4 Structure of Scaffolding
For masonry and construction work of the scaffolding structure.
2.1.5 fitting scaffolding
Construction work for the renovation scaffolding.
Open 2.1.6 Scaffolding
Work only with layer fence and block feet, no other shelter facilities in the scaffolding.
2.1.7 Partial closure of scaffolding
Block area of less than 30% of the scaffold.
2.1.8 Semi-closed Scaffolding
Block area of 30% to 70% of the scaffold.
2.1.9 All closed Scaffolding
Along the lateral length and full height scaffolding scaffolding closed.
 

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