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    • 2. 发明申请
    • SCAFFOLDING SYSTEM AND METHOD
    • SCAFFINGING系统和方法
    • WO2017029672A1
    • 2017-02-23
    • PCT/IL2016/050904
    • 2016-08-17
    • SULAMOT HAGIT (1990) LTD
    • LAADAN, Uri
    • E04G1/00E04G7/02
    • E04G1/28E04G1/18E04G1/24E04G1/30E04G5/007E04G5/16E04G2001/155
    • A self-erecting scaffolding system comprises a scaffold unit, two pairs of support rods rotatably attached to opposite sides of the scaffold unit and a springs unit. The scaffold unit can be lowered by rotating the support rods away from each other, or elevated by rotating the support rods toward each other until a maximum elevation is achieved when the support rods are vertical. Springs in the springs unit are loaded or compressed when the scaffold unit is lowered, and subsequently the springs exert a force striving to erect the scaffold unit. The support rods are detachably attached to the scaffold unit. The springs are each detachably attached between the scaffold unit and one of the support rods.
    • 自立式脚手架系统包括脚手架单元,可旋转地附接到脚手架单元的相对侧的两对支撑杆和弹簧单元。 通过使支撑杆彼此远离地旋转,或者通过将支撑杆朝向彼此旋转而升高,直到在支撑杆垂直时达到最大高度才能使脚手架单元降低。 当脚手架单元下降时,弹簧单元中的弹簧被装载或压缩,随后弹簧施加力以竖立脚手架单元。 支撑杆可拆卸地连接到脚手架单元。 弹簧各自可拆卸地附接在支架单元和支撑杆之一之间。
    • 5. 发明申请
    • SCAFFOLDING SECTION
    • SCAFFINGING部分
    • WO2015188249A9
    • 2016-12-22
    • PCT/CA2015000271
    • 2015-04-24
    • HENNEJAK INC
    • HENNEBERRY DARRENHENNEBERRY GARY
    • E04G1/00
    • E04G1/14E04G1/06E04G7/02E04G7/22E04G21/3209
    • A scaffolding section is provided. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part. The first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively. The arch structure is mounted to the ledger, to the first standard, and to the second standard.
    • 提供了脚手架部分。 脚手架部分包括第一和第二标准。 基本上水平定向的分类帐在第一标准和第二标准的底端上方连接到第一和第二标准物的预定高度。 拱形结构设置在第一和第二标准之间并且在分类帐之下。 拱形结构至少包括顶部,基本上直的第一底部和基本上直的第二底部。 第一和第二底部分别沿着第一和第二标准的实质长度设置。 拱形结构安装在分类帐,第一个标准和第二个标准。
    • 7. 发明申请
    • SCAFFOLDING SECTION
    • SCAFFINGING部分
    • WO2015188249A1
    • 2015-12-17
    • PCT/CA2015/000271
    • 2015-04-24
    • HENNEJAK INC.
    • HENNEBERRY, DarrenHENNEBERRY, Gary
    • E04G1/00
    • E04G1/14E04G1/06E04G7/02E04G7/22E04G21/3209
    • A scaffolding section is provided. The scaffolding section comprises a first and a second standard. A substantially horizontally oriented ledger is connected to the first and the second standard a predetermined height above a bottom end of the first and the second standard. An arch structure is disposed between the first and the second standard and below the ledger. The arch structure comprises at least a top part, a substantially straight first bottom part and a substantially straight second bottom part. The first and the second bottom part are disposed along a substantial length of the first and the second standard, respectively. The arch structure is mounted to the ledger, to the first standard, and to the second standard.
    • 提供了脚手架部分。 脚手架部分包括第一和第二标准。 基本上水平定向的分类帐在第一标准和第二标准的底端上方连接到第一和第二标准物的预定高度。 拱形结构设置在第一和第二标准之间并且在分类帐之下。 拱形结构至少包括顶部,基本上直的第一底部和基本上直的第二底部。 第一和第二底部分别沿着第一和第二标准的实质长度设置。 拱形结构安装在分类帐,第一个标准和第二个标准。
    • 8. 发明申请
    • 工事工程作成システムおよび工事工程作成方法
    • 构造过程创建系统和构造过程创建方法
    • WO2011058606A1
    • 2011-05-19
    • PCT/JP2009/006054
    • 2009-11-12
    • 株式会社 東芝梅木豊宏畠山誠曽利慎二
    • 梅木豊宏畠山誠曽利慎二
    • G06Q50/00E04G1/00
    • G06Q10/06
    •  工事工程の決定を容易とする工事工程作成システムおよび工事工程作成方法を提供する。工事工程作成システムが、複数の工事対象物を互いに識別する工事対象物識別子と、種別情報と、位置情報と、寸法情報と、重量情報と、を有する、工事対象物データを記憶する記憶部と、前記種別情報に基づき、前記複数の工事対象物を複数の工事作業の何れかに割り当てる割り当て部と、前記複数の工事作業それぞれに割り当てられた工事対象物の寸法または重量に基づいて、前記複数の工事作業それぞれの工事期間を算出する算出部と、を具備する。
    • 提供了一种能够容易地确定施工过程的施工过程制造系统和施工过程制造方法。 施工过程创建系统包括:存储单元,用于存储具有用于识别多个构造对象的构造对象标识符,类型信息,位置信息,大小信息和权重信息的构造对象数据;分配单元,用于分配多个构造 基于类型信息对象到多个施工工程;以及计算单元,其基于分配给施工作业的施工对象的尺寸或重量来计算多个施工工程中的每一个的施工周期。
    • 9. 发明申请
    • SLOPE COMPENSATOR FOR PEDESTAL FOR ELEVATED FLOORS
    • 斜坡补偿器用于高空地板
    • WO2007048204A1
    • 2007-05-03
    • PCT/AU2006/001613
    • 2006-10-27
    • LEE, Alan, Sian, GheeGREAVES, Henry
    • LEE, Alan, Sian, GheeGREAVES, Henry
    • E04F15/024E04C3/00E04G27/00E04B1/00E04G1/00E04H3/00E04B5/00E04G5/00
    • E04F15/02482E04F15/02476E04F15/02488
    • A slope adjustable head for an adjustable pedestal (10) for supporting beams, panel members, typically pavers, in accurate edge aligned relation, in a level plane is disclosed. The pedestal (10) includes a base block (12) and a series of inter-engaging threaded annular elements (20, 30) which can be rotated relative to each other to adjust the height of the top of the pedestal in a screw jack fashion. A slope compensator is located at the top of the pedestal and comprises a slope compensation plate (100) and a head member (50). The head member (50) defines a concave surface having a defined radius of curvature. The slope compensation plate (100) defines a corresponding convex surface having the same radius of curvature and sits on top of the head member. The pedestal (10) is calibrated to allow adjustment for typically zero to five percent in one percent increments. The top member defines a central aperture (56) and a series of holes (72) arranged in a spiral around the central aperture. The adjustment member defines a depending central cylindrical portion (110) which locates in the central aperture (56) and two diametrically opposed depending pegs (132, 134) spaced either side of the central cylindrical portion which locate in the holes of the top member. Rotation of the slope compensation plate (100) about its centre of curvature causes the angle of the adjustment plate relative to the vertical axis to change thus allowing for compensation for the slope of the surface on which the pedestal is standing.
    • 公开了一种用于在水平面中以准确的边缘对齐关系支撑梁,面板构件,典型地摊铺机的可调节基座(10)的斜坡可调节头。 基座(10)包括基座(12)和一系列相互接合的螺纹环形元件(20,30),其可以相对于彼此旋转,以以螺丝插座方式调整基座顶部的高度 。 倾斜补偿器位于基座的顶部,并包括倾斜补偿板(100)和头部构件(50)。 头部构件(50)限定具有限定的曲率半径的凹面。 斜坡补偿板(100)限定了具有相同曲率半径的相应的凸起表面,并且位于头部构件的顶部上。 基座(10)被校准以允许以一百分之一增量调整典型的零到百分之五。 顶部构件限定中心孔(56)和围绕中心孔以螺旋形布置的一系列孔(72)。 调节构件限定位于中心孔(56)中的悬垂的中心圆柱形部分(110)和位于顶部构件的孔中的中心圆柱形部分的两侧的两个径向相对的悬垂的钉(132,134)。 斜坡补偿板(100)绕其曲率中心的旋转导致调节板相对于垂直轴线的角度改变,从而允许补偿基座所在的表面的斜率。
    • 10. 发明申请
    • WORK PLATFORM FOR BLOWOUT PREVENTER STACKS
    • 工作平台,用于防喷涂堆叠
    • WO02018727A1
    • 2002-03-07
    • PCT/US2001/026807
    • 2001-08-28
    • E04G1/36E04G3/00E04G3/24E04G3/28E21B41/00E04G1/00
    • E04G3/28E04G3/243E21B41/00
    • For the safety and convenience of personnel working on upper portions of a blowout preventer stack (10), a work platform (25) is supported at the midheight of the stack. The platform has a main support structure (26) which is affixable to central connection flanges in the stack. Auxiliary support members (33) are releasably affixable to arms (27) of the main structure, and to them are releasably affixable separate personnel support deck units (38). Guard rails (42) can be connected to the deck units. The platform is modular for easy mounting and demounting to the stack. The platform's main support structure (26) can be a long term element of the stack if desired.
    • 为了在防喷器堆叠(10)的上部工作的人员的安全和方便,工作平台(25)支撑在堆叠的中部。 该平台具有主体支撑结构(26),该主支撑结构可与堆叠中的中心连接法兰固定。 辅助支撑构件(33)可释放地固定到主结构的臂(27),并且它们是可拆卸地固定的单独的人员支撑甲板单元(38)。 护栏(42)可以连接到甲板上。 该平台是模块化的,便于安装和拆卸到堆叠。 如果需要,平台的主要支撑结构(26)可以是堆栈的长期元素。