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1. 发明授权

US08656673B2 Wall structure for building a liquefied gas storage tank 有权
标题翻译：建造液化气储罐的墙体结构
公开(公告)号：US08656673B2
公开(公告)日：2014-02-25
申请号：US12623640
申请日：2009-11-23
申请人： Young Myung Yang , Ihn Soo Yoon , Heung Seok Seo , Young Kyun Kim
发明人： Young Myung Yang , Ihn Soo Yoon , Heung Seok Seo , Young Kyun Kim
IPC分类号： E04B1/04 , E04B1/16 , E04B2/40 , E04H7/18 , E04B2/68
CPC分类号： E04B2/40 , E04B2/68 , E04H7/18 , F17C1/08 , F17C2201/0109 , F17C2201/0119 , F17C2201/032 , F17C2201/052 , F17C2203/012 , F17C2209/221 , F17C2221/011 , F17C2221/014 , F17C2221/033 , F17C2221/035 , F17C2223/0161 , F17C2223/033 , F17C2260/013 , F17C2270/0134
摘要： The present disclosure relates to a unit-wall structure for a liquefied gas storage tank on land, which enables rapid and easy construction of a cylindrical wall of the storage tank by stacking a plurality of pre-produced unit-wall structures to overlap one another. The unit-wall structure includes iron rods arranged lengthwise and breadthwise therein, wherein the unit-wall structure has an arc shape so that a plurality of unit-wall structures are stacked to form a cylindrical wall of the storage tank.
摘要翻译：本公开涉及一种用于陆地上的液化气储罐的单元壁结构，其能够通过堆叠多个预制单元壁结构彼此重叠来快速且容易地构造储罐的圆柱形壁。单元壁结构包括纵向和横向布置的铁杆，其中单元壁结构具有弧形，使得多个单元壁结构被堆叠以形成储罐的圆柱形壁。

2. 发明申请

US20110107702A1 Building Structures and Components Therefor 有权
标题翻译：建筑结构及其组件
公开(公告)号：US20110107702A1
公开(公告)日：2011-05-12
申请号：US12676616
申请日：2007-09-11
申请人： Nick Koikas , Cleo Koikas
发明人： Nick Koikas , Cleo Koikas
IPC分类号： E04B2/68
CPC分类号： E04B2/8629 , E04B2/8635 , E04B2/8652 , E04B2002/867 , E04B2002/8676 , E04B2002/8688 , E04C2/20 , E04C2/36
摘要： A building component for a structure, the building component including a component body which includes two spaced apart and generally parallel interconnected side walls having opposed ends and opposed longitudinally extending sides, the building component being adapted to join with a second building component or to a connector for joining the building component to the second building component, the building component further including a plurality of coupling elements arranged at spaced-apart intervals along a length of the sidewalls from one of the longitudinal sides to the other and arranged such that in use the side walls can be cut or otherwise separated along the length thereof so as to provide a coupling element at the cut or separated end which is adapted to cooperate with a coupling element on said connector for securement of the component to the second building component or connector. A building component for a structure, the building component including a component body which includes two spaced apart and generally parallel interconnected side walls having opposed ends and opposed longitudinally extending sides, the building component being adapted for joining to another building component or to a connector for joining the building component to another building component, the building component further including coupling elements disposed at said opposed longitudinally extending sides of the sidewalls which cooperate for securement of the component to the other building component or connector, wherein each of the side walls comprises inner and outer skin elements which are spaced apart and interconnected by a plurality of webs which extend between the inner and outer skin.
摘要翻译：一种用于结构的建筑构件，所述建筑构件包括构件主体，所述构件主体包括具有相对端和相对的纵向延伸侧的两个间隔开且大致平行的互连侧壁，所述建筑构件适于与第二建筑构件或连接器为了将建筑构件连接到第二建筑构件，建筑构件还包括多个联接元件，该多个联接元件沿着侧壁的长度以一个长度的间隔布置成从纵向边之一延伸到另一个纵向侧面并且被布置为使得在使用中可以沿其长度切割或以其它方式分离壁，以便在切割或分离的端部处提供耦合元件，其适于与所述连接器上的联接元件配合，以将部件固定到第二建筑部件或连接器。一种用于结构的建筑构件，所述建筑构件包括构件主体，所述构件主体包括具有相对端部和相对的纵向延伸侧面的两个间隔开且大致平行的互连侧壁，所述建筑构件适于联接到另一建筑构件或连接器，将所述建筑构件连接到另一建筑构件，所述建筑构件还包括设置在所述侧壁的所述相对的纵向延伸侧处的联接元件，其协作用于将所述构件固定到所述另一建筑构件或连接器，其中每个侧壁包括内部和外皮元件通过在内皮和外皮之间延伸的多个腹板隔开并相互连接。

3. 发明授权

US5697196A Element based foam and concrete wall construction and method and apparatus therefor 失效
标题翻译：基于元素的泡沫和混凝土墙体施工及其方法和装置
公开(公告)号：US5697196A
公开(公告)日：1997-12-16
申请号：US654770
申请日：1996-05-29
申请人： Fareed-M. SalahUddin
发明人： Fareed-M. SalahUddin
IPC分类号： E04B2/68 , E04B1/16 , E04B1/18 , E04B1/35 , E04B2/84 , E04B2/86 , E04B5/00
CPC分类号： E04B1/163 , E04B2/8652
摘要： A element based wall construction, process of modular construction and apparatus for constructing structures of spaced concrete cylinders and beams and foam insulating blocks. The wall construction includes spaced, vertical concrete cylinders interconnected by horizontal concrete beams, reinforced by centrally located reinforcing bars, with a pilaster projecting inwardly beyond the cylinders and beams to support roof and floor joists or trusses, and insulating foam blocks occupying the spaces between cylinders and beams and projecting outwardly beyond the cylinders and beams to define channels for mounting plumbing and electrical conduits and wiring beneath the sheet rock or siding which abuts the foam block surfaces. The process includes the construction of concrete column and beam forming assemblies interspersed with insulated blocks to form a complete wall structure for a building with exposed pilaster channels at each floor and roof level connected to the beam and column defining apertures, stabilizing the structure, and substantially continuously pouring concrete into the channels to create a unitary wall structure. Floor and roof joist fasteners are inserted prior to concrete pour or into the partially cured concrete of the pilasters. The floor and roof joists are mounted to the fastener after the concrete sets. Plastic anchors to mount sheet rock and siding are inserted through the insulating blocks into cylindrical apertures therein, before the concrete pour, and are locked into the hardened concrete cylinders. Plumbing and electrical wiring and junction boxes are fastened to the beam defining channel members before the concrete pour and then are locked in place by the cured concrete beams.
摘要翻译：一种基于元件的墙体结构，模块化结构的过程和用于构造间隔的混凝土柱体和梁和泡沫绝缘块的结构的装置。墙体结构包括由水平混凝土梁互相连接的间隔开的垂直混凝土柱体，由中心位置的钢筋加固，一个向内伸出圆柱体和梁的玻璃体，以支撑屋顶和地板托梁或桁架，以及占据气缸间隔的绝缘泡沫块并且梁并且向外突出超过圆柱体和梁，以限定用于安装管道和电气导管的通道以及邻接泡沫块表面的板岩或壁板下方的布线。该过程包括混凝土柱和梁形成组件的构造，其中散布有绝缘块以形成用于建筑物的完整壁结构，其在每个楼层处具有暴露的玻璃体通道，并且顶部连接到梁和柱，限定孔，稳定结构，并且基本上不断地将混凝土浇筑到通道中，形成一体的墙体结构。地板和屋顶托梁紧固件在混凝土浇注之前插入或进入柱塞的部分固化的混凝土中。混凝土组合后，地板和屋顶托梁安装在紧固件上。安装板岩和墙壁的塑料锚固件通过绝缘块插入到混凝土浇注之前的圆柱形孔中，并被锁定在硬化的混凝土缸中。管道和电线和接线盒在混凝土浇注之前固定到梁的限定通道构件上，然后通过固化的混凝土梁被锁定就位。

4. 发明授权

US3683577A Building construction systems 失效
标题翻译：建筑施工系统
公开(公告)号：US3683577A
公开(公告)日：1972-08-15
申请号：US3683577D
申请日：1970-03-23
申请人： SEAFERRO INC
发明人： SPILLMAN WILLIAM B
IPC分类号： E04B1/16 , E04B1/20 , E04B2/68
CPC分类号： E04B1/20 , E04B1/165
摘要： A building system characterized in that the main and auxiliary reinforced concrete beams and columns are cast in place using the wall panels as physical shuttering forms but having no actual contact with the concrete. The wall panels are separated from the concrete beams and columns by insulating liners, and load isolating cushions are provided between the panels and the concrete beams and columns to allow considerable latitude of thermal and load strain movement of the building frame without effect on the wall panels.
摘要翻译：一种建筑系统，其特征在于，主和辅助钢筋混凝土梁和立柱使用墙板作为物理快门形式铸造就位，但没有与混凝土实际接触。墙板通过绝缘衬套与混凝土梁和柱分离，并且在面板和混凝土梁和柱之间设置负载隔离垫，以允许建筑物框架的相当大的热负荷应变运动自由度而不影响墙板。

5. 发明授权

US3676967A Forms for concrete wall construction 失效
标题翻译：混凝土结构形式
公开(公告)号：US3676967A
公开(公告)日：1972-07-18
申请号：US3676967D
申请日：1970-07-01
申请人： AUGUSTUS FRATI
发明人： FRATI AUGUSTUS
IPC分类号： E04B2/86 , E04B2/68 , E04F17/08
CPC分类号： E04B2/8635
摘要： Rectangular sheets of galvanized metal pans are assembled to construct wall forms at the construction site. Each pan includes inwardly bent flanges along its peripheral edges. A course of several pans is erected by joining a horizontal row of pans along abutting vertical side flanges. Several courses are stacked in a vertical plane to construct one face of a wall form. The other face of the form is constructed of similar pans in spaced parallel relationship to the first face. The abutting edges of the pans are either welded or joined by connector plates. A plurality of spaced vertical ribs project outwardly from the face of each pan. The ribs provide contiguous coplanar surfaces against which sheet wall covering may be mounted. Spaced between the ribs are columns of louvers which serve as a lath if the wall is plastered. A further option is the use of an insulation panel, nestably received on the inside face of each pan between the peripheral edges thereof. Concrete is poured into the assembled form and the forms remain permanently affixed to the sides of the concrete core.
摘要翻译：组装镀锌金属板的矩形板，以在施工现场构造墙壁形式。每个平底锅包括沿其外围边缘的向内弯曲的凸缘。通过沿着相邻的垂直侧凸缘连接水平排的平底锅来竖立几个平底锅的过程。几个课程堆叠在垂直平面上，以构建一个墙壁形式的一个面。形式的另一面由与第一面间隔平行关系的类似平底锅构成。平底锅的邻接边缘被焊接或连接板连接。多个间隔开的垂直肋从每个盘的表面向外突出。这些肋提供连续的共面，可以安装板壁覆盖物。肋骨之间的间隔是墙壁上的百叶窗柱，如果墙壁是抹灰的。另一个选择是使用绝缘板，可以嵌入地容纳在每个盘的内周面之间。混凝土被倒入组装形式，并且这些形式保持永久地固定在混凝土芯的侧面。

6. 发明授权

US3149437A Building construction 失效
公开(公告)号：US3149437A
公开(公告)日：1964-09-22
申请号：US76141258
申请日：1958-09-16
申请人： MALCOLM WHEELER-NICHOLSON
发明人： MALCOLM WHEELER-NICHOLSON
IPC分类号： E04B1/02 , E04B2/52 , E04B2/68 , E04B2/72 , E04C1/00
CPC分类号： E04B2/68

7. 发明授权

US2139907A Building construction 失效
公开(公告)号：US2139907A
公开(公告)日：1938-12-13
申请号：US13321237
申请日：1937-03-26
申请人： NIELSEN SVERRE F , FRED BOSTAD
发明人： NIELSEN SVERRE F , FRED BOSTAD
IPC分类号： E04B2/68
CPC分类号： E04B2/68

8. 发明授权

US1811161A Unit wall construction 失效
标题翻译：单位墙施工
公开(公告)号：US1811161A
公开(公告)日：1931-06-23
申请号：US39294529
申请日：1929-09-16
申请人： STRUCTURAL CONCRETE UNITS CORP
发明人： THOMAS AVILA O
IPC分类号： E04B2/30 , E04B2/68
CPC分类号： E04B2/30 , E04B2/68

9. 发明授权

US10910988B2 Method to make ultra stable structural laminate 有权
公开(公告)号：US10910988B2
公开(公告)日：2021-02-02
申请号：US16216723
申请日：2018-12-11
申请人： MITEK HOLDINGS, INC.
发明人： James A. Wambaugh , Brett Rochner , Cole J. Weinberger
IPC分类号： C04B9/02 , C04B9/04 , C04B9/20 , E04C2/06 , H02S10/20 , C04B28/32 , C04B22/16 , C04B14/18 , C04B14/28 , C04B16/08 , C04B18/24 , C04B14/38 , C04B16/06 , E04C2/04 , C04B14/42 , E04C2/26 , H02S10/10 , H02S40/32 , H02S40/38 , B60L8/00 , C04B111/00 , C04B103/65 , E04B2/56 , E04C2/16 , E04C2/288 , E04B2/68 , E04B2/64 , E04B2/66
摘要： A method to make an ultra-stable structural laminate of a cementitious material with a nano-molecular veneer and a foam component catalytically reacted into an expanded closed cell foam having a thickness from ⅛th inch to 8 inches, a density from 1.5 pounds/cubic foot to 3 pounds/cubic foot that inter-engages the cementitious material forming a matrix creating the ultra-stable structural laminate with fire resistance; a lateral nail pull strength from 44 pounds to 300 pounds of force; an insulation R value from 1 to 40; a resistance to seismic impact for earthquakes over 3.1 on the Richter Scale; a break point from 7 lbs/inch to 100 lbs/inch; and a resistance to wind shear equivalent to a 15 mph downburst.

10. 发明授权

US10151106B2 Insulated concrete composite wall system 有权
公开(公告)号：US10151106B2
公开(公告)日：2018-12-11
申请号：US14875636
申请日：2015-10-05
申请人： Michael Niemann
发明人： Michael Niemann
IPC分类号： E04B2/68 , E04B2/34 , E04B1/16 , G06F17/50 , E04B1/76 , E04B1/61 , E04B2/10 , E04C2/288 , E04C2/34 , E04B2/00 , E04B2/48 , E04B2/54 , E04B2/56 , E04C2/20 , E04C2/22 , E04C2/28 , E04C2/38 , E06B1/36 , E04B1/80 , E04C2/30 , E06B1/24 , E04B2/86 , E04B1/20 , E04B1/74
摘要： A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections. The fastening strip also has a plurality of clearance holes in the longitudinal fastening strip, a plurality of embed tabs projecting from the edge opposite the fastening strips, each embed tab having at least one hole, and between each pair of embed tabs, a foam tab to hold the two inner sides of the foam sections in place and partially separate the foam sections from the concrete to be poured into a form.

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