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    • 4. 发明申请
    • ANCILLARY SHORING DEVICE
    • 无线短路装置
    • WO2011040807A1
    • 2011-04-07
    • PCT/NL2010/000139
    • 2010-09-30
    • BACKX, Cornelus, Adrianus, Leonardus, ClemensBACKX VAN MEER, Isabella, Antonetta, Johanna
    • BACKX, Cornelus, Adrianus, Leonardus, Clemens
    • E04G21/26E04G25/00F16C11/06F16M11/14
    • F16C11/0619E04F21/1844E04G21/26E04G25/00E04G2025/003E04G2025/006F16M11/14F16M11/2021F16M11/28F16M11/42
    • An independently standing ancillary shoring device (100) can be used in both construction-related and non-construction-related (setting) activities, and can be used without anchorage to a foundation. The construction of the ancillary shoring device (100) is related to predetermined requirements as to use and manufacturing. In any case, in view thereof, the ancillary shoring device (100) is provided with a supporting construction having at least two supporting points (2, 3, 5) for supporting the ancillary shoring device (100) on a foundation, object receiving means (16, 19) for receiving an object to be fixed, and coupling means (13, 14) for coupling the object receiving means (16, 19) to other components of the ancillary shoring device (100), wherein the coupling means (13, 14) are adapted to allow for an adjustment of the object receiving means (16, 19) with respect to the other components of the ancillary shoring device (100). For maximum setting possibilities, the coupling means (13, 14) can be located on a construction which is arranged such as to be fixable and tiltable in the ancillary shoring device (100).
    • 独立的辅助支撑装置(100)可用于建筑相关和非施工相关(设置)活动中,并且可以在不锚固到基础上使用。 辅助支撑装置(100)的构造与使用和制造的预定要求有关。 在任何情况下,从辅助支撑装置100的角度来看,辅助支撑装置100具有至少两个用于将辅助支撑装置100支撑在基础上的支撑点(2,3,5)的支撑结构,物体接收装置 (16,19),用于接收要固定的物体;以及耦合装置(13,14),用于将所述物体接收装置(16,19)耦合到所述辅助支撑装置(100)的其他部件,其中所述联接装置 ,14)适于允许相对于辅助支撑装置(100)的其他部件调节物体接收装置(16,19)。 为了最大限度地设定可能性,联接装置(13,14)可以位于被布置成可在辅助支撑装置(100)中固定和倾斜的构造上。
    • 5. 发明申请
    • SHORING FREE EXCAVATION AND BASEMENT CONSTRUCTION APPARATUS AND METHOD
    • 无缝挖掘和基础施工装置和方法
    • WO2011009219A1
    • 2011-01-27
    • PCT/CA2010/001167
    • 2010-07-23
    • SFS STRUCTURES LTD.GONZALEZ, Alfonso
    • GONZALEZ, Alfonso
    • E02D17/08E02D5/74E04G25/00
    • E02D17/08E02D17/086
    • Posts are installed in holes drilled around a perimeter, either by placing precast posts or by the exact placement of forms and reinforcement steel within those holes, as well as similarly drilled and formed interior bearing posts; each perimeter and bearing post is formed or provided with adequate footings and reinforcement prior to mass excavation, when pre-formed reinforced concrete parabolic wall panels with optional waterproofing and insulation are placed and fixed between the perimeter posts uncovered by mass excavation. When excavation reaches a pre-determined depth, beams may be laid between facing perimeter walls post-to-post across the excavated hole to brace the walls against pressures exerted by the earth. Each panel curves "outward", with each layer of wall-panels mating with the layer below with a pre-designed joint and a watertight seal, also with each post, continuing downward until the desired depth is attained, when wall footings and lowest floor may be poured. These form the final perimeter walls and foundation.
    • 通过将预制柱或将形式和钢筋精确放置在这些孔内以及类似钻孔和成形的内部支承柱上,将柱安装在周边钻孔的孔中。 每个周长和轴承柱在大规模挖掘之前形成或提供足够的基础和加固,当预制的具有可选防水和绝缘的钢筋混凝土抛物面墙板被放置并固定在通过大规模挖掘而覆盖的周边柱之间时。 当挖掘达到预定的深度时,梁可以铺设在穿过挖掘的孔之间的后面的周边壁之间,以抵抗由地球施加的压力的墙壁。 每个面板曲线“向外”,每层墙板与下面的层配合预先设计的接头和防水密封,每个柱也连续向下直到达到所需的深度,当墙脚和最低层 可能倒了 这些形成了最后的周边墙壁和基础。
    • 6. 发明申请
    • ROD ASSEMBLY JOINED FROM SEGMENTS
    • 从段FÜGBARESGESTÄNGE
    • WO2004092640A2
    • 2004-10-28
    • PCT/DE2004000749
    • 2004-04-08
    • BUSCHENDORF MARTIN
    • BUSCHENDORF MARTIN
    • E04G11/48E04G25/00E04H12/18F16S
    • E04G11/48E04G25/00E04H12/185
    • The invention relates to a rod assembly that can be joined from segments and can be used in both technical areas and the leisure sector. The inventive segments (1.1, 2.2, 3.3, 4.4) are disposed behind each other in at least two rows (1, 2, 3, 4) of members, which are fixed as opposite coupling members (5) of the same kind onto one respective not intrinsically rigid support bar like a zipper, and can be connected to and separated from each other by means of at least one locking element (11). At least a specific number of segments (1.1, 2.2, 3.3, 4.4) are provided with at least one shaped element (6) which protrudes from the plane of the support rods and contacts, in at least one point, the protruding shaped element (6) of the preceding or following segment that also comprises such a shaped element (6) when the rows (1, 2, 3, 4) of members are connected. The inventive rod assembly thus consists of light, flexible single parts that can be stored in a minimal amount of space in the dismounted state while providing great stability and allowing the rod assembly to be given almost any shape. Moreover, said rod assembly can be assembled and dismounted within the shortest possible time as opposed to conventional scaffolds.
    • 本发明是基于在其上既可以在技术领域以及在休闲扇区所使用的段连杆的fügbaren。 根据本发明,段(1.1,2.2,3.3,4.4),而不是相同的连接元件(5)在至少两个固定在各非固有刚性的支持的链接链行(1,2,3,4)被布置在拉链一个在另一个后面的方式,并 至少一个接触(11),可连接到和可分离,其中至少一定数目的段(1.1,2.2,3.3,4.4)的至少一个伸出的支承绳股形式元件的平面(6),其在连杆(1,2连接的行, 3,4)中的至少一个点,触点还具有这样的前身和/或后继段的突出形状要素(6)。 的连接是从光demuzufolge,灵活,因而在一个小的空间部,使被容纳在拆卸状态下,在组装状态下,高稳定性以及几乎任何形式的联动。 此外,相比于在最短的时间常规脚手架组装和拆卸是可能的。
    • 7. 发明申请
    • SUPPORT
    • 支持
    • WO2002059436A1
    • 2002-08-01
    • PCT/GB2002/000017
    • 2002-01-04
    • OWEN, George
    • OWEN, George
    • E04G25/00
    • E04G21/10E01C23/01E04F21/05
    • A support apparatus (10) for providing a robust load bearing support for screed rails (12) during the laying of concrete in which the height of the screed rails can be accurately adjusted and supported so as to allow the screed rails to be used for carrying concrete levelling devices such as a roller beam levelling device consists of a ground engaging base block (14), a first member (22) releasably connected at its lower end to the base block and a support member (28) releasably connected to the upper end of the first member for supporting the screed rails (12) at a desired height above the ground (16) where the first member and support member combination is of adjustable length to permit adjustment of the height of the screed rails carried thereby.
    • 一种支撑装置(10),用于在铺设混凝土期间提供用于熨平板轨道(12)的坚固的承载支撑,其中可以精确地调整和支撑熨平板轨道的高度,以便使熨平板轨道用于承载 混凝土调平装置例如滚轮调平装置包括接地基座(14),在其下端可释放地连接到基座的第一构件(22)和可释放地连接到上端的支撑构件(28) 在第一构件和支撑构件组合具有可调节长度的位置处,在地面(16)上方的期望高度处支撑熨平板轨道(12)的第一构件,以允许调节由此承载的熨平板轨道的高度。
    • 8. 发明申请
    • PIPE FOR STEEL FRAME STRUCTURE
    • 钢框架结构管
    • WO01051737A1
    • 2001-07-19
    • PCT/KR2001/000054
    • 2001-01-15
    • E04G1/12F16L9/04E04G25/00
    • F16L9/04E04G1/12
    • A pipe for steel frame structure is disclosed. The pipe includes a cylindrical pipe wall of cylindar shape, and a reinforcing unit having a plurality of radial reinforcing ribs. The inner ends of the reinforcing ribs are connected to each other at a center axial line of the pipe wall and the outer ends of the reinforcing ribs are welded to or integrally formed with the inner surface of the pipe wall. Although the entire outer diameter and volume are smaller (about one half) than those of the conventional pipe, desired mechanical strength may be achieved, and thus transportation and handling are simple and the space needed to keep and to transport are decreased.
    • 公开了一种钢框架结构的管子。 该管包括圆柱形的圆柱形管壁和具有多个径向增强肋的加强单元。 加强肋的内端在管壁的中心轴线处彼此连接,并且加强肋的外端焊接到管壁的内表面或与管壁的内表面一体形成。 虽然整个外径和体积比常规管的整个外径和体积小(约一半),但是可以实现期望的机械强度,因此运输和处理简单,并且保持和运输所需的空间减小。
    • 9. 发明申请
    • IMPROVEMENTS RELATING TO TEMPORARY STRUCTURES
    • 关于临时结构的改进
    • WO00026544A1
    • 2000-05-11
    • PCT/AU1999/000958
    • 1999-11-04
    • E04G5/02E04G25/00E04H12/22F16B21/02F16B9/00E04B1/38E04G5/00F16B21/00
    • E04G5/02E04G25/00E04H12/2284F16B21/02
    • A connecting system for releasably connecting a first structural member (3) and a second structural member (14) together is disclosed. The connecting system comprises a first connector (4) of adjustable length having an end locatable in or on an end of the first structural member (3) and another end defining a head section (9), and a second connector (12) having an end locatable in or on an end of the second structural member (14); and another end defining a cavity to releasably retain the head section (9); wherein the head section (9) is insertable in the cavity at a first orientation between the first structural member (3) and the second structural member (14) and retained therein upon movement of the first structural member (3) from that first orientation.
    • 公开了一种用于将第一结构构件(3)和第二结构构件(14)可释放地连接在一起的连接系统。 连接系统包括可调节长度的第一连接器(4),其具有可定位在第一结构构件(3)的端部中或其一端上的端部,以及限定头部部分(9)的另一端和具有头部部分(9)的第二连接器 端部可定位在第二结构构件(14)的端部中或其一端上; 和另一端限定一个空腔以可释放地保持头部(9); 其中,所述头部(9)在所述第一结构构件(3)和所述第二结构构件(14)之间以第一取向插入所述空腔中,并且在所述第一结构构件(3)从所述第一取向移动时保持在所述空腔中。