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1. 发明申请

WO2021209686A1 HEADED ELONGATED MEMBER 审中-公开
公开(公告)号：WO2021209686A1
公开(公告)日：2021-10-21
申请号：PCT/FI2021/050266
申请日：2021-04-14
申请人： PEIKKO GROUP OY
发明人： LAPSINS, Juris , BERZINS, Andris , TUOMINEN, Kari
IPC分类号： E04C5/02 , E04C5/06 , B21G3/12
摘要： Presented is headed elongated member such as an anchoring bolt or a reinforcement bar with an end anchor, comprising a shank (1) and a head (2) integral with the shank (1). The head (2) is essentially symmetrical about a central axis and has an axially outer contour adapter to the outer contour of the head (2). The axially outer contour comprises a first arc segment (A), a line segment (B), a second arc segment (C), and an outer contour line segment (D). The first arc segment (A) extend between the shank (1) and the line segment (B) and the second arc segment (C) extend between the line segment (B) and the outer contour line segment (D). The length of the first arch segment (A) is 20 to 90 % of the length of the axially outer contour.

2. 发明申请

WO2021058600A1 REINFORCING STEEL SKELETAL FRAMEWORK 审中-公开
公开(公告)号：WO2021058600A1
公开(公告)日：2021-04-01
申请号：PCT/EP2020/076621
申请日：2020-09-23
申请人： MIDLAND STEEL REINFORCEMENT SUPPLIES LIMITED
发明人： WOODS, Martin Anthony , WOODS, Paul Robert
IPC分类号： E04C5/06 , E04C5/20
摘要： A number of modular preformed skeletal steel panels (1) are mounted side by side in a row on a building structure to form a composite panel assembly on the building structure. Each modular preformed skeletal steel panel (1) comprises two mesh layers, namely a bottom mesh layer (2) and a top mesh layer (3) supported spaced- apart in parallel planes by intermediate spacers (4) extending between the layers (2, 3). The bottom layer (2) has a plurality of spaced-apart outwardly projecting splice bars (6) for interengagement with an adjacent preformed skeletal steel panel (1 ) in the panel assembly thus facilitating interengagement of the modular preformed skeletal steel panels (1) in the composite panel assembly. Each spacer (4) comprises a cross member (4a) engaged with the top layer (3) and having outwardly extending legs (4b) at opposite ends of the cross member (4a). A lower end of each leg (4b) terminates in a foot (4c) which engages with the bottom layer (2). The cross member (4a), legs (4b) and feet (4c) are all mutually perpendicular.

3. 发明申请

WO2020101237A1 선조립 벽체 모듈 审中-公开
公开(公告)号：WO2020101237A1
公开(公告)日：2020-05-22
申请号：PCT/KR2019/014776
申请日：2019-11-04
申请人： (주)센벡스
发明人： 이창남
IPC分类号： E04B2/58 , E04C5/06 , E04C5/16
摘要： 본 발명은 일측 선조립 벽체 모듈 단부에 돌출 형성되는 수평이음구가 이웃하는 타측 선조립 벽체 모듈 단부에 삽입되어 정착되도록 함으로써 양측 벽체의 이음을 쉽고 확실하게 진행할 수 있고, 현장 철근 배근 작업 및 가설재 시공 공정의 생략으로 공기 단축이 가능한 선조립 벽체 모듈에 대한 것이다. 본 발명 선조립 벽체 모듈은 콘크리트 벽체 시공을 위한 것으로, 벽체의 내부에서 양측에 수직 방향으로 배치되는 복수의 주형강재; 폭 방향으로 이웃하는 주형강재를 수평 방향으로 상호 연결하는 복수의 수평지지부재; 두께 방향으로 마주보는 주형강재를 상호 연결하는 복수의 간격지지부재; 및 상기 선조립 벽체 모듈의 일측 또는 양측단으로 돌출 형성되어 이웃하는 타측 선조립 벽체 모듈의 측단에 삽입되는 수평이음구; 로 구성되는 것을 특징으로 한다.

4. 发明申请

WO2019164077A1 역T형 단면 혼합형 PSC거더 및 이를 이용한 슬래브 시공방법 审中-公开
公开(公告)号：WO2019164077A1
公开(公告)日：2019-08-29
申请号：PCT/KR2018/010318
申请日：2018-09-04
申请人： (주)지승컨설턴트 , 박종면
发明人： 박종면
IPC分类号： E04B5/23 , E04C5/06 , E04C5/065 , E04C5/16 , E01D2/00 , E01D21/00 , E01D101/28
摘要： 본 발명에 일 측면에 따르면, 하부 플랜지와, 하부 플랜지의 폭방향 중앙부에서 수직 상부로 형성되고 그 상부에는 길이방향으로 일정한 간격을 두고 관통하거나 일정 깊이로 형성된 복수의 결합공을 구비한 복부와, 복부의 양측면에 일정 두께의 돌출 길이를 갖도록 형성되어 면외 변형에 저항하는 보강 격벽으로 이루어지는 역T형 단면을 갖는 중앙 본체부와, 중앙 본체부의 길이방향 양단부에서 박스형 단면의 일정 길이로 형성되는 단부 격벽과, 일정 길이의 강재로 이루어지며 결합공에 삽입된 결합화스너를 이용하여 보강 격벽과 단부 격벽 사이의 복부 상부의 양측면에 길이방향으로 결합되는 보강 빔을 포함하는 역T형 단면 혼합형 PSC거더가 제시된다.

5. 发明申请

WO2019138269A1 STRUCTURAL PANEL 审中-公开
公开(公告)号：WO2019138269A1
公开(公告)日：2019-07-18
申请号：PCT/IB2018/052677
申请日：2018-04-18
申请人： MOGHADDAM, Morteza
发明人： MOGHADDAM, Morteza
IPC分类号： E04B1/02 , E04C2/04 , E04C2/06 , E04C2/22 , E04C5/06 , E04C2/38
摘要： The present invention relates to a structural panel (100), comprising - a space frame assembly (16) having a three-dimensional shape with two longitudinal sides (24A, 24B) and at least one lateral side (20A), - a pair of truss members (10A, 10B), wherein one truss member (10A, 10B) is attached to each longitudinal side (24A, 24B) of the space frame assembly (16), - a pair of stud members (32A, 32B), wherein one stud member (32A, 32B) is attached to each longitudinal side (24A, 24B) of the arrangement of the space frame assembly (16) and the pair of truss members (10A, 10B), and - a filler material (50), which is provided throughout the arrangement of the space frame assembly (16), the pair of truss members (10A, 10B) and the pair of stud members (32A, 32B). Furthermore, a building (200) is described, comprising a plurality of structural panels (100) according to the present invention.

6. 发明申请

WO2018185600A1 METHOD OF PRODUCING CEMENT SEGMENTS FOR TUNNELS, REINFORCED WITH COMPOSITE MATERIAL 审中-公开
公开(公告)号：WO2018185600A1
公开(公告)日：2018-10-11
申请号：PCT/IB2018/052023
申请日：2018-03-26
申请人： ATP S.R.L.
发明人： GIAMUNDO, Aniello Anna , MADDALUNO, Giona , MEDA, Alberto , AFELTRA, Rita , CARRATELLI, Angelo , NARDONE, Fabio , SPAGNUOLO, Simone
IPC分类号： B28B23/00 , B29C70/34 , E04C5/06 , E04C5/07
CPC分类号： B28B23/0006 , B29C70/543 , B29C70/56 , E04C5/06 , E04C5/07 , E21D11/00
摘要： Method of producing cement segments (100) for tunnels, reinforced with composite material, and product thus obtained, consisting of the steps of: (A) preparing the unidirectional composite yarn (8), and transferring it to a nozzle (6);(B) making the primary reinforcement (1), by the sub-steps of: (B.1) arranging fixed pins (5) on a translating board (4) which moves through a moving mechanism; said fixed pins (5) forming a closed polygonal line (9) corresponding to the shape of the primary reinforcement (1); (B.2) pre-tensioning, in which the unidirectional composite yarn (8) is pretensioned around the closed polygonal line (9); (C) making the secondary reinforcement (2), by the sub-steps of:(C.1) arranging a plurality of fixed pins (5) on said board (4); (C.2) pre-tensioning;(D) assembling the primary reinforcement (1) into the housings (2.1) arranged on the secondary reinforcement (2), forming the structural cage (10) of the segment (100); (E) strengthening, in which a seam is made to stably connect the primary reinforcement (1) to the secondary reinforcement (2); (F) casting, in which the concrete is cast forming the cement segment (100) for tunnels.

7. 发明申请

WO2018182769A1 PRECAST CONCRETE BUILDING ELEMENTS AND ASSEMBLIES THEREOF, AND RELATED METHODS 审中-公开
公开(公告)号：WO2018182769A1
公开(公告)日：2018-10-04
申请号：PCT/US2017/044854
申请日：2017-08-01
申请人： SARDA, Nandy
发明人： SARDA, Nandy
IPC分类号： E04B1/21 , E04B1/20 , E04B1/58 , E04C3/34 , E04C5/06
CPC分类号： E04B1/21 , E04B1/215 , E04B5/043 , E04C3/34 , E04C5/0627 , E04H12/16
摘要： An assembly of concrete structural elements includes a precast concrete lower column, a precast concrete column capital supported on an upper end of the lower column, at least one precast concrete beam supported by the precast column capital, at least one slab supported by the at least one beam, an upper column extending above the lower column, and a poured concrete lap splice connecting the lower and upper columns, a volume of the lap splice being at least partially defined by the lower column, the column capital, the beam, the slab and the upper column. A method of making a lap splice comprises embedding splice reinforcement in each of opposed end of a pair of concrete structural elements such that the splice reinforcement extends out of each approximately as far as the structural reinforcement and overlaps the structural reinforcement within the opposed ends.

8. 发明申请

WO2018083272A1 REINFORCING FRAMEWORK AND SLAB DESIGN 审中-公开
标题翻译：加固框架和板条设计
公开(公告)号：WO2018083272A1
公开(公告)日：2018-05-11
申请号：PCT/EP2017/078244
申请日：2017-11-03
申请人： MIDLAND STEEL REINFORCEMENT SUPPLIES LIMITED
发明人： WOODS, Martin Anthony , WOODS, Paul Robert , DOLAN, Kevin John
IPC分类号： E04B5/29 , E04C5/06 , E04C5/18
摘要： A reinforcing framework (10) for the construction of reinforced concrete structures includes at least two spaced-apart mesh layers (202, 204). A plurality of spaced-apart spacers (206) are mounted between the mesh layers (202, 204) to support the two mesh layers (202, 204) spaced-apart in substantially parallel planes. Each spacer (206) has a cross member with a leg extending outwardly at each end of the cross member, said legs being substantially parallel to each other and substantially perpendicular to the cross member. Each leg has a foot at an outer end of the leg remote from the cross member, the foot being substantially perpendicular to the leg and substantially perpendicular to the cross member. The cross member is bent inwardly between the legs.
摘要翻译：用于构建钢筋混凝土结构的加强框架（10）包括至少两个间隔开的网格层（202,204）。多个间隔开的间隔件（206）安装在网状物层（202,204）之间以支撑在基本平行的平面中间隔开的两个网状物层（202,204）。每个间隔件（206）具有横向构件，该横向构件具有在横向构件的每个端部处向外延伸的腿，所述腿基本上彼此平行且基本上垂直于横向构件。每条腿在远离横向构件的腿的外端处具有脚，该脚基本上垂直于腿并且基本垂直于横向构件。横梁在两腿之间向内弯曲。

9. 发明申请

WO2017015627A1 METAL DECKING 审中-公开
标题翻译：金属装饰
公开(公告)号：WO2017015627A1
公开(公告)日：2017-01-26
申请号：PCT/US2016/043735
申请日：2016-07-22
申请人： PATCO, LLC
发明人： VANKER, John Louis , LASTOWSKI, Michael J.
IPC分类号： E04C5/06 , E04B5/40
CPC分类号： E04B5/40 , E04B1/24 , E04B5/10 , E04B2001/2484 , E04B2103/06 , E04C2/08 , E04C2/322 , E04C2003/0413 , E04C2003/0491
摘要： In one implementation, a metal deck is provided that includes a plurality of decking components formed in a contiguous metal sheet. Each of the deck components includes a plurality of folded ribs formed along the length of the metal deck. Each of the plurality of folded ribs are configured such that one or more trusses of a building may fit between the plurality of folded ribs. The metal deck may be used to complete the structural diaphragm without using concrete.
摘要翻译：在一个实施方案中，提供了一种金属板，其包括形成在邻接的金属板中的多个铺板部件。每个甲板部件包括沿着金属甲板的长度形成的多个折叠肋。多个折叠肋中的每一个被构造成使得建筑物的一个或多个桁架可以装配在多个折叠肋之间。金属甲板可用于完成结构隔膜而不使用混凝土。

10. 发明申请

WO2016207652A1 DEVICE FOR SPLICING REINFORCEMENT CAGES 审中-公开
标题翻译：用于分离加固件的装置
公开(公告)号：WO2016207652A1
公开(公告)日：2016-12-29
申请号：PCT/GB2016/051899
申请日：2016-06-24
申请人： RENDER, Stephen
发明人： RENDER, Stephen
IPC分类号： E04C5/06 , E04C5/16
CPC分类号： E04C5/0609 , E02D5/526 , E04C5/0604 , E04C5/0622 , E04C5/166 , E04C5/167
摘要： A device (150) for splicing together a first reinforcement cage (10) and a second reinforcement cage (20), the first reinforcement cage (10) comprising a suspension band (18) adjacent one of its ends and the second reinforcement cage (20) carrying the said device (150) adjacent one of its ends, wherein the device (150) comprises: an anchoring portion (160) carried on a portion of the second reinforcement cage (20) adjacent its one end, e.g. via a bridging portion (170), and configured or configurable such that at least a portion thereof is radially spaced from the second reinforcement cage (20) so as to define a radial suspension gap (G) between the said portion and the second reinforcement cage (20), the suspension gap (G) being configured for receiving therein the suspension band (18) on the first reinforcement cage (10) as the first and second reinforcement cages (10, 20) are spliced together; and gate means (180) constructed and arranged so as to be selectively configurable in either an open configuration, in which the suspension band (18) on the first reinforcement cage (10) can be inserted into or received in the suspension gap (G) via the gate means (180), or a closed configuration in which the suspension band (18) on the first reinforcement cage (10), once located in the suspension gap (G), is prevented from being removed therefrom via the gate means (180), wherein the gate means (180) is moveable between its open and closed configurations by virtue of at least a portion thereof being moveable by pivoting.
摘要翻译： 1.一种用于将第一加强架（10）和第二加强架（20）拼接在一起的装置（150），所述第一加强架（10）包括邻近其一端的悬挂带（18）和所述第二加强架（20），所述装置（150）包括：锚固部分（160），其承载在邻近其一端的所述第二钢筋笼（20）的一部分上，例如通过桥接部分（170），并且被配置或可配置使得其至少一部分与第二加强架（20）径向间隔开，以便在所述部分和第二加强架之间限定径向悬挂间隙（G）（20），所述悬挂间隙（G）构造成当所述第一和第二加强笼（10,20）接合在一起时，在其中容纳在所述第一加强架（10）上的所述悬挂带（18）以及门装置（180），其被构造和布置为可选择性地配置成打开构型，其中第一加强笼（10）上的悬挂带（18）可插入或接收在悬挂间隙（G）中，通过门装置（180）或闭合构造，其中一旦位于悬挂间隙（G）中的第一加强笼（10）上的悬挂带（18）被阻止经由闸门装置被移除（ 180），其中所述门装置（180）由于其至少一部分可通过枢转移动，在其打开和关闭构型之间可移动。

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