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1. 发明公开

EP4219851A1 THERMAL BREAK FOR USE IN CONSTRUCTION 审中-实审
公开(公告)号：EP4219851A1
公开(公告)日：2023-08-02
申请号：EP23164062.4
申请日：2016-03-23
申请人： JK Worldwide Enterprises Inc.
发明人： KNOBLAUCH, Jeffrey S. , KRISH, Jared D.
IPC分类号： E04B1/76 , E04B2/84 , E04G21/00 , E06B1/00 , E04B1/35 , E06B1/02 , E04B1/78
摘要： A thermal break is provided comprising an elongate body comprising one or more non-wood thermal insulating materials, a first surface configured to support a fixture, a second surface opposite the first surface, a first contacting surface, and a second contacting surface opposite the first contacting surface, the first contacting surface and the second contacting surface extending between the first surface and the second surface; two protrusions extending from the second contacting surface, the two protrusions opposing each other and extending along a same dimension of the second contacting surface, the two protrusions and the second contacting surface collectively defining a channel, the channel extending the entire length of the second contacting surface, a surface of the channel being a portion of the second contacting surface; wherein the elongate body and the at least two of the two or more protrusions are composed of a same material composition; and wherein the thermal break is configured to support a fixture mounted on a building surface.

2. 发明授权

EP2771531B1 ACCESS DOORS 有权
公开(公告)号：EP2771531B1
公开(公告)日：2019-10-16
申请号：EP12842730.9
申请日：2012-10-24
申请人： Les Industries Cendrex Inc.
发明人： DAVID, Sylvain , LAROUCHE, Annie , ROBICHAUD, Jean
IPC分类号： E06B5/00 , E04G21/00 , E06B1/52 , E06B1/56 , E04F19/08 , H02B1/01

3. 发明公开

EP3322866A1 SCAFFOLD FOR A WIND TURBINE BLADE MOULD TOOL 有权
公开(公告)号：EP3322866A1
公开(公告)日：2018-05-23
申请号：EP16747870.0
申请日：2016-07-14
申请人： LM WP Patent Holding A/S
发明人： DUEGAARD, JENSEN, Rasmus
IPC分类号： E04G21/00 , F03D1/00 , B29C70/30 , B29C33/70 , B29C70/54
CPC分类号： B29C70/30 , B29C33/00 , B29C70/54 , E04G5/067 , E04G5/145 , F03D1/0675 , Y02P70/523
摘要： A mould structure for manufacturing a wind turbine blade (10), wherein the mould structure (64) comprises a scaffold (66) which is attached to the mould structure. The scaffold is suspended from the mould structure (64) and may hover above ground level. The scaffold is rigidly suspended from the mould structure by a plurality of support arms (82) extending from the mould structure. Using a hanging scaffold (66) for manufacturing a wind turbine blade (10) by moulding, wherein the scaffold (66) is suspended from a blade mould structure (64).

4. 发明公开

EP2937482A4 FULLY ASSEMBLED, FULLY CAST-IN-PLACE, COMPOSITE-TYPE HOUSE AND CONSTRUCTION METHOD THEREOF 审中-公开
标题翻译：彻底压紧内置复合宅基地及其构建方法
公开(公告)号：EP2937482A4
公开(公告)日：2016-08-24
申请号：EP13865174
申请日：2013-09-05
申请人： KUNSHAN ECOLOGICAL BUILDING TECHNOLOGY CO LTD
发明人： LIU CHUN
IPC分类号： E04B1/16 , E04B2/86 , E04B5/21 , E04B5/29 , E04C3/294 , E04C5/04 , E04C5/06 , E04C5/065 , E04G21/00 , E04H1/00 , E04H1/12
CPC分类号： E04C3/294 , E04B1/161 , E04B2/8647 , E04B5/21 , E04B5/29 , E04C3/08 , E04C5/04 , E04C5/0618 , E04C5/065 , E04H1/12
摘要： Disclosed are a fully assembled, fully cast-in-place, composite-type house and a construction method thereof, comprising providing at least one layer of house main body on a house foundation, wherein each layer of the house main body comprises: a tension bearing system which constitutes a wall body (1) or floor slab (2), a stabilizing function system for the tension bearing system, a system which constitutes a heat-insulating layer and a fire-proofing layer and is used as a formwork and has the function of supporting, and a pressure bearing system which connects together the afore-mentioned systems by means of a fully cast-in-place technique. The fully assembled, fully cast-in-place, composite-type house and the construction method thereof integrate structural component specifications, the overall stability of the house is good, and energy-saving and environmental protection requirements are satisfied.

5. 发明授权

EP2650250B1 Vorrichtung und Anordnung zum Ziehen eines Zugmittels 有权转让
标题翻译：装置和布置用于拉动牵引机构
公开(公告)号：EP2650250B1
公开(公告)日：2016-08-10
申请号：EP13163469.3
申请日：2013-04-12
申请人： TERRA AG fuer Tiefbautechnik
发明人： Jenne, Dietmar , Stauffer, Alexander
IPC分类号： B21F23/00 , E04G21/00 , B66D3/00 , E21B19/22
CPC分类号： B66D3/003 , F16L55/1658 , F16L55/18

6. 发明公开

EP1552077A4 FOUNDATION WALL SYSTEM 审中-公开
标题翻译： FUNDAMENTMAUERSYSTEM
公开(公告)号：EP1552077A4
公开(公告)日：2009-11-11
申请号：EP03761269
申请日：2003-06-25
申请人： ZUPPAN DAVID
发明人： ZUPPAN DAVID
IPC分类号： E02D27/02 , E02D31/02 , E04C2/296 , E04B2/00 , E04C2/34 , E04G21/00
CPC分类号： E02D27/02 , E02D31/02 , E04C2/296

7. 发明公开

EP2050888A2 Laying with spacers for concrete works and spacers cartridge 审中-公开
标题翻译：铺设垫片用于混凝土工程和垫片筒
公开(公告)号：EP2050888A2
公开(公告)日：2009-04-22
申请号：EP08002263.5
申请日：2008-02-04
申请人： Turelli, Faustino
发明人： Turelli, Faustino
IPC分类号： E04C5/16 , E04C5/20 , E04G21/00
CPC分类号： E04C5/203
摘要： Process for the laying, in a semi-automatic manner, of spacers (1) for cement structures comprising a production step of the spacer (1) by means of moulding or similar processes, a conveying step of the spacers (1) in suitable means, for example a load hopper, an orientation step of the spacers, a stacking step of the spacers (1) so to form a cartridge (6) consisting of a plurality of spacers, and an actual laying step in which the single spacer is shot into its final position by means of a gun (9) similar to the nail-shooter guns or the like.
摘要翻译：用于以半自动方式铺设用于水泥结构的间隔件（1）的方法，该方法包括通过模制或类似工艺制造间隔件（1）的生产步骤，间隔件（1）以合适的方式，例如装料斗，间隔物的定向步骤，间隔物（1）的堆叠步骤以形成由多个间隔物组成的盒（6），以及实际的铺设步骤，其中单个间隔物被拍摄通过类似于射手枪等的枪（9）进入其最终位置。

8. 发明公开

EP1756383A1 AN IMPROVED GLUT, METHOD AND APPARATUS FOR MANUFACTURING GLUTS 审中-公开
标题翻译：改进PAD INSERT，FOR PAD刀片的制造方法和设备
公开(公告)号：EP1756383A1
公开(公告)日：2007-02-28
申请号：EP05706336.4
申请日：2005-03-04
申请人： KERRISDALE RESOURCES PTY LTD
发明人： WENTWORTH, M., Kerrisdale Resources Pty Ltd
IPC分类号： E04G21/14 , E04G21/00 , B65D19/38 , B65D81/127
CPC分类号： B65D57/00 , E04F13/04
摘要： This invention relates generally to an improved glut and the manufacture of a glut (11) of folded or cut and stacked sheet material aligned to form a block and having apertures (21) therein in order to reduce the overall weight of the glut without substantially reducing its strength, and in particular to methods for manufacturing improved plaster gluts or other articles of folded or cut plasterboard.

9. 发明授权

EP1073805B1 APPARATUS AND METHODS OF FORMING A CURVED STRUCTURE 失效
标题翻译：装置及其制造方法弯曲的结构
公开(公告)号：EP1073805B1
公开(公告)日：2006-05-31
申请号：EP98919857.7
申请日：1998-04-24
申请人： Flex-Ability Concepts, L.L.C.
发明人： WHEELER, Franklin, L.
IPC分类号： E04B2/70 , E04G21/00
CPC分类号： E04B9/06 , E04B2/7457 , E04B2002/7481 , E04C3/40 , E04F13/06 , E04F2013/061
摘要： An apparatus (10) for forming curved structures having a plurality of pivotally connected sections (12), each section having a track portion (16, 18), and a strap member (24, 26) slidably engaging the track portion of the sections such that the sections are movable to form a radius of curvature. A method of forming a curved structure involves providing runners having a plurality of pivotally connected sections, each section having track portions, and each runner further having two strap members slidably engaging each of the track portions. The method also includes placing runners (42, 44) in an opposed relationship in a curved position such that the runners are substantially aligned, and attaching studs (46) between the runners.

10. 发明授权

EP0847471B1 BRIDGE PLATFORM 失效
标题翻译：桥面
公开(公告)号：EP0847471B1
公开(公告)日：2004-06-09
申请号：EP96924693.3
申请日：1996-07-24
申请人： Paul Kristen, Inc.
发明人： APOSTOLOPOULOS, Lambros
IPC分类号： E04G21/00
CPC分类号： E01D19/106
摘要： A bridge platform (30) and method of erecting the same wherein a plurality of cables (70) extend longitudinally of the bridge (10) in spaced relation below the deck (12) or roadway (12) and steel support structure of the bridge (10), which cables (70) are supported at opposite ends by the spaced-apart vertical piers (18, 20) of the bridge (10) and wherein a plurality of platform flooring panels (160) or sections are supported on the cables (70), extend laterally of the bridge (10), are arranged side-by-side along the length of the bridge (10) between the piers (18, 20) and are removably secured to the cables (70). The cables (70) are attached to the bridge piers (18, 20) by compression clamp structures (82). The platform flooring sections (160) comprise elongated rectangular corrugated decking panels (160) and are arranged in end-to-end overlapping relation transversely of the bridge (10), side-to-side overlapping relation longitudinally along the bridge (10) and with the corrugations extending transversely of the cables (70).

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