-
公开(公告)号：US5381633A
公开(公告)日：1995-01-17
申请号：US43981
申请日：1993-04-07
申请人： John H. Hendrich
发明人： John H. Hendrich
CPC分类号： E04B1/344 , E04B1/34807
摘要： An assembly is provided for constructing a building, which can be used to construct a high rise building. A building assembly unit is prefabricated in a factory, and is transported to a construction site. The unit includes a floor member and a pivotably connected wall member, which may be an exterior or interior wall. Electrical wiring, plumbing, ventilation, doorways, windows, and so forth may be pre-installed in the factory. Each unit is configured to be installed on a support structure, which may be a high rise support structure. Each unit is connected to the support structure, and to a proximate unit.
摘要翻译： 提供用于构建建筑物的组件，其可用于构建高层建筑物。 建筑组装单元在工厂预制，并运送到施工现场。 该单元包括地板构件和可枢转地连接的壁构件，其可以是外壁或内壁。 电气布线，管道，通风，门口，窗户等可以在工厂预先安装。 每个单元被配置成安装在支撑结构上，其可以是高层支撑结构。 每个单元连接到支撑结构，并连接到邻近的单元。
-
公开(公告)号：US4479333A
公开(公告)日：1984-10-30
申请号：US299816
申请日：1981-09-08
申请人： John H. Hendrich
发明人： John H. Hendrich
CPC分类号： E04B1/18 , E04B1/3447 , E04B7/24
摘要： A building module of folded structural elements pivotably interconnected and unfoldable to present a building structure. A floor element and a pair of roof elements are connected in series by a pair of pivots and the combination is folded for transportation to a building site where the floor element can be placed on supports and the roof elements rotated to jointly form an angled roof component. A pair of wall elements may also be attached to and folded against the floor element such that when they are unfolded they form vertical walls and act to support the roof element.
摘要翻译： 折叠结构元件的建筑模块可枢转地互连和展开以呈现建筑结构。 地板元件和一对屋顶元件通过一对枢轴串联连接，并且组合被折叠以运输到建筑工地，在该建筑工地，地板元件可以放置在支撑件上，并且屋顶元件旋转以共同形成倾斜的屋顶部件 。 一对壁元件也可以附接到地板元件上并折叠抵靠着地板元件，使得当它们展开时，它们形成垂直的壁并用于支撑屋顶元件。
-
公开(公告)号：US3971185A
公开(公告)日：1976-07-27
申请号：US500085
申请日：1974-08-23
申请人： John H. Hendrich
发明人： John H. Hendrich
CPC分类号： E04B7/18 , E04B1/3447 , E04B7/24
摘要： The specification and drawings disclose several collapsible building modules and methods of erecting them. The primary feature of the application concerns the use of modules which can be folded to a generally flat configuration for shipping and storage. An A-frame type module structure and method of erecting the same is disclosed. The method of erecting the A-frame type structure comprises providing first and second spaced apart bases and providing a module which includes first and second wall-defining members each having first and second end portions with the first end portion of the first wall member pivotally connected to the first end portion of the second wall member to permit the wall members to be folded or pivoted about a first axis to lie in side-by-side, generally parallel relationship. The module is positioned in its folded condition to lie generally horizontal with the second wall member subjacent the first wall member. The second end portion of the second wall member is then connected to the first base for pivotal movement about a second axis parallel to the first axis with the second end portion of the first wall member extending generally toward the second base. Thereafter, the first wall member is lifted to pivot it about the first axis and move the second end portions of the wall members a distance apart substantially equal to the distance between the base members. With the second wall member in the lifted position, a floor member is interconnected between the first and second wall members. Thereafter, the module is lifted to rotate it about the second axis to bring the second end of the first wall member into engagement with the second base.
摘要翻译： 说明书和附图公开了几种可折叠的建筑模块和竖立它们的方法。 应用程序的主要特点是使用可以折叠成大体平坦的配置以进行运输和存储的模块。 公开了一种A框架型模块结构及其搭建方法。 架设A型框架结构的方法包括提供第一和第二间隔开的底座并提供模块，该模块包括第一和第二壁限定构件，每个模块具有第一和第二端部，第一壁构件的第一端部可枢转地连接 到第二壁构件的第一端部，以允许壁构件围绕第一轴线折叠或枢转，并排并排，大致平行的关系。 模块处于折叠状态，以与位于第一壁构件下方的第二壁构件大体上水平地相对。 然后第二壁构件的第二端部连接到第一基座，用于围绕平行于第一轴线的第二轴线枢转运动，第一壁构件的第二端部大体上朝向第二基座延伸。 此后，第一壁构件被提升以围绕第一轴线枢转，并使壁构件的第二端部移动离开基本构件之间的距离基本相等的距离。 在第二壁构件处于提升位置时，地板构件在第一和第二壁构件之间互连。 此后，提升模块以围绕第二轴线旋转，以使第一壁构件的第二端与第二基座接合。
-
公开(公告)号：US3953947A
公开(公告)日：1976-05-04
申请号：US451335
申请日：1974-03-14
申请人： John H. Hendrich
发明人： John H. Hendrich
CPC分类号： E04B1/3447 , E04B7/18 , E04B7/24
摘要： The specification and drawings disclose a collapsible building module which in the preferred embodiment comprises a side wall frame assembly and a roof frame assembly which are interconnected along one of their edge portions by pivotal means to permit them to be folded about an axis of interconnection to lie in generally parallel planes. The disclosed structure also includes pivotally mounted interior wall panels, roof panels and/or floor panels carried by one or the other of the wall and roof assemblies. The free end portions of the roof frame assembly and the side wall frame assembly are provided with connecting means whereby they can be connected to a base or associated support structure for pivotal movement about axes parallel to the axis of interconnection between them. The specification further discloses certain preferred methods for erecting buildings by use of the modules.
摘要翻译： 说明书和附图公开了一种可折叠建筑模块，其在优选实施例中包括侧壁框架组件和屋顶框架组件，其通过枢转装置沿其一个边缘部分互连，以允许它们围绕互连轴线折叠 在大致平行的平面上。 所公开的结构还包括由墙壁和屋顶组件中的一个或另一个承载的枢转安装的内壁板，屋顶板和/或地板面板。 屋顶框架组件和侧壁框架组件的自由端部设置有连接装置，由此它们可以连接到基座或相关联的支撑结构，以便绕平行于它们之间的互连轴线的轴线枢转运动。 该说明书进一步公开了通过使用模块来竖立建筑物的某些优选方法。
-
公开(公告)号：US3640191A
公开(公告)日：1972-02-08
申请号：US3640191D
申请日：1969-07-25
申请人： JOHN H HENDRICH
发明人： HENDRICH JOHN H
CPC分类号： E04B1/6125 , E04B5/10
摘要： The slab module disclosed herein consists of a precast prestressed slab section which may have solid or a hollow core. The slab module has a longitudinal male inserting edge which when installed mates with a complimentary-shaped female receiving edge on a similar slab module. However, the dimensions of the female edge are slightly greater than the corresponding male edges. The bottom surface of both male and female members are inclined at an angle to the plane of a side of the slab module so that the inserted module will move upward in translation as well as move toward the module into which its edge is being inserted. When the top or bottom surface (as desired) of the inserting module is at the same plane as the corresponding surface of the inserted module, a positioning spacer may be inserted to limit further movement and to maintain the relative position of the modules. The spacers may be in the form of plates which will vary in thickness. The joints between slab modules will be grouted after the slab modules are assembled. The modules will be drawn together by tendons. After assembly and adjustment of the slab modules, the tendons are post-tensioned and permanently anchored. The finished deck will appear and function as a smooth, continuous slab.
摘要翻译： 本文公开的板坯模块由可以具有固体或中空芯的预制预应力板段组成。 板模块具有纵向插入插入边缘，当安装在相似的板模块上与互补形状的母接收边缘配合时。 然而，母边缘的尺寸略大于相应的凸缘。 两个阳构件和阴构件的底表面与板模块的一侧的平面成一定角度倾斜，使得插入的模块将以平移方式向上移动，并朝向其边缘被插入其中的模块移动。 当插入模块的顶部或底部表面（根据需要）处于与插入的模块的相应表面相同的平面时，可以插入定位间隔件以限制进一步的移动并保持模块的相对位置。 间隔件可以是厚度变化的板的形式。 在组装板模块后，板模块之间的接缝将被灌浆。 模块将由肌腱一起绘制。 在组装和调整板坯模块后，钢筋后张紧并永久锚定。 完成的甲板将出现并作为一个光滑连续的板坯。
-
-
-
-
搜索结果
5 条记录 (耗时 0.013 秒)
