CN102439247B - adjustable interlayer - Google Patents
adjustable interlayer Download PDFInfo
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- CN102439247B CN102439247B CN201080022436.0A CN201080022436A CN102439247B CN 102439247 B CN102439247 B CN 102439247B CN 201080022436 A CN201080022436 A CN 201080022436A CN 102439247 B CN102439247 B CN 102439247B
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- stair
- crossbeam
- joist
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- interlayer
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
- E04G1/32—Other free-standing supports, e.g. using trestles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34305—Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
- E04G1/22—Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2469—Profile with an array of connection holes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Floor Finish (AREA)
- Ladders (AREA)
- Joining Of Building Structures In Genera (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
本发明涉及一种夹层,其提供一种所有部件可延伸的系统,从而使该夹层可以安装在任何地方,且可以移动到其他位置,其结构可以适用于不同空间而无需对上述结构进行任何改变。上述结构包括四个可延伸的柱体(1),其通过柱顶(7)支撑两个可延伸的横梁(12)。接头用于将一系列的可延伸的托梁(17)连接到上述横梁(12)上,水平地板(21)安装在上述托梁上。本发明也包括通过连接件安装在上述结构上部的楼梯(22)。
The present invention relates to a mezzanine, which provides a system in which all parts are extendable, so that the mezzanine can be installed anywhere and can be moved to other locations, and its structure can be adapted to different spaces without any changes to the above structure. The above structure includes four extendable columns (1), which support two extendable beams (12) through the column tops (7). Joints are used to connect a series of extendable joists (17) to the above beams (12), and horizontal floors (21) are installed on the above joists. The present invention also includes a staircase (22) installed on the upper part of the above structure through a connector.
Description
技术领域:Technical field:
本发明涉及夹层,其所有元件都具有延伸系统,允许将其安装在任何合适的地方并允许改变位置,相同的结构能够适合其他的建筑空间,而不需要进行砌石工作或者改变结构。 The invention concerns mezzanines, all elements of which have an extension system that allows it to be installed in any suitable place and allows a change of position, the same structure being able to fit into other building spaces, without the need for masonry work or structural changes.
背景技术:Background technique:
其申请领域在建筑辅助元件产业之内,具体地在夹层的辅助产业内。 Its field of application is within the industry of building accessories, in particular that of mezzanines.
该技术部门优先考虑专门用于所谈及的功能的有效发展,该发展带来容易安装的系统,该系统成本低并且技术成果可观。本发明中所显示的系统的特征完全符合该概念,为现有技术水平提供新颖、简单且经济生产成本高的实施例。 This technical sector prioritizes efficient developments dedicated to the functions in question, which lead to systems that are easy to install, that are low in cost and that provide a considerable technical result. The features of the system shown in the present invention fully comply with this concept, providing a novel, simple and economical production cost embodiment for the state of the art.
已知该产业部门的一些模型并未给现有技术水平提供本发明中所提出的新颖的特征。现有技术水平提供根据其要安装的具体位置定做的固定夹层,以及另一种类型的组装式夹层,该夹层由具有传统尺寸的固定组件构成并且在安装时必须适配该位置。 It is known that some models of this industry sector do not provide the state of the art with the novel features proposed in the present invention. The state of the art offers fixing sandwiches that are custom-made according to the specific location in which they are to be installed, as well as another type of assembled sandwich consisting of fixing components of conventional dimensions and which must be adapted to the location when installed.
关于本发明的新颖性,已知的夹层具有下面的缺点:不能重新用于其他地方,因此,在移动到其他地方时,必须丢弃已经安装过的夹层,并安装新夹层。安装已知的夹层需要专业的工作人员,这些传统的夹层的运输成本大于本发明所提出的夹层的运输成本,这是因为要使用足够长的拖车来容纳这些必须有固定尺寸的元件。需要更多的时间来安装,由于这些夹层由彼此紧固的组件构成,组装式夹层不如本发明所提供的夹层坚硬。而且传统夹层不太通用,安装复杂,需要砌石工作来完成。 With regard to the novelty of the present invention, the known interlayers have the following disadvantage: they cannot be re-used elsewhere, therefore, when moving to other places, the already installed interlayers must be discarded and new ones installed. The installation of the known mezzanines requires specialized personnel and the transport costs of these conventional mezzanines are greater than those of the proposed mezzanine because of the use of trailers long enough to accommodate the elements, which must be of fixed dimensions. It takes more time to install, and since these sandwiches are made of components that are fastened to each other, assembled sandwiches are not as rigid as the sandwiches provided by the present invention. Moreover, the traditional interlayer is not very versatile, and the installation is complicated, requiring masonry work to complete.
派操作员去测量夹层必须安装的位置意味着要产生经济成本。由于需要按单位生产夹层,生产这些传统夹层比本发明所提出的夹层的成本要昂贵得多。为此,不能保持足够的存货,包括服务时间增长。 Sending operators to measure where the mezzanine must be installed means incurring economic costs. These conventional sandwiches are much more expensive to produce than the sandwiches proposed by the present invention due to the need to produce the sandwiches per unit. For this reason, sufficient inventories cannot be maintained, including service time growth.
发明内容:Invention content:
本发明涉及包括在由柱体支撑的横梁上扩展的楼面的夹层,其特征在于: The invention relates to a mezzanine comprising floors extended on beams supported by columns, characterized in that:
由彼此可伸缩地插入的上柱体部件和下柱体部件构成的至少一个柱体,其中下柱体部件具有至少两个下方孔,上柱体部件具有至少两个上方孔,将这些孔定位成通过栓同时连接所述两个部件; At least one cylinder formed by an upper cylinder part and a lower cylinder part telescopically inserted into each other, wherein the lower cylinder part has at least two lower holes and the upper cylinder part has at least two upper holes, positioning the holes to connect said two parts simultaneously by means of bolts;
由彼此可伸缩地插入的横梁部件构成的至少一个横梁,该横梁在每个横梁部件上都具有互相符合的并用于其连接横梁孔; at least one beam consisting of beam parts telescopically inserted into each other, the beam having on each beam part mutually conforming beam holes for its connection;
以及柱体在上端具有柱顶,该柱顶的横梁紧固表面具有与横梁孔相符合的柱顶孔,用于将横梁连接到柱体。 And the column body has a cap at the upper end, and the beam fastening surface of the column cap has a column cap hole conforming to the beam hole for connecting the beam to the column body.
在优选的实施例中,夹层包括至少两个配件,每个配件由两个通过横梁连接的柱体形成,通过柱顶紧固该横梁,所述配件通过托梁彼此连接,该托梁由彼此可伸缩地插入的托梁部件构成并在每个托梁部件上都具有互相符合的并用于其连接的孔;所述托梁的每端包含具有横梁-托梁表面的横梁-托梁接头和通过相应的横梁-托梁孔连接到托梁的接头表面,该横梁-托梁孔分别与用于连接所述配件的横梁孔和托梁孔相符合。 In a preferred embodiment, the mezzanine comprises at least two fittings, each fitting being formed by two columns connected by a beam fastened by the top of the column, said fittings being connected to each other by joists, the joists being connected by each other Telescopically insertable joist members are formed and have holes in each joist member that conform to each other for their connection; each end of the joist includes a beam-joist joint having a beam-joist surface and The connection to the joint surface of the joists is through corresponding beam-joist holes which correspond respectively to the beam holes and joist holes used to attach the fittings.
在又一优选的实施例中,该夹层包括至少四个柱体、至少两个横梁和至少两个托梁。 In yet another preferred embodiment, the sandwich comprises at least four columns, at least two beams and at least two joists.
关于前文所述的缺点,本发明给现有技术提供新颖、简单并且容易执行的解决方法,产生下面的优点: With regard to the aforementioned shortcomings, the present invention provides a novel, simple and easy-to-implement solution to the prior art, resulting in the following advantages:
可重新用于其他的地方,在移动到另一个地方时,不用丢弃已经安装的夹层而去安装新的夹层,不需要专业工作人员安装本发明提出的夹层。由于不需要使用大型车辆,因此运输成本低于那些传统夹层的运输成本。用于安装的时间低得多,本发明提出的夹层比组装式夹层更牢固,也更通用,安装不复杂,不需要砌石工作,不需要部署操作员去测量夹层必须安装的位置,因此经济节约。因为元件的尺寸总是相同,所以能够连续生产,因此生产成本更低。为此,可保持货源充足,包括节省服务时间。 It can be reused in other places, and when moving to another place, it is not necessary to discard the installed interlayer and install a new interlayer, and professional workers are not required to install the interlayer proposed by the present invention. Since the use of large vehicles is not required, shipping costs are lower than those of traditional mezzanines. The time used for installation is much lower, the sandwich proposed by the present invention is stronger and more versatile than the assembled sandwich, the installation is uncomplicated, no masonry work is required, no operator needs to be deployed to measure where the sandwich must be installed, and therefore economical save. Because the dimensions of the components are always the same, serial production is possible and therefore less expensive to produce. To this end, stock availability can be maintained, including saving service time.
所有这些相结合的构件所带来的最后结果是,与目前的现有技术水平相比,具有明显不同的特征。 The end result of all these combined components has a distinctly different character than the current state of the art.
因此,本发明由四个柱体构成,这些柱体由钢或者具有伸缩套管形成的具有相同特征的材料制成。优选地,金属扁块可为圆形或者其他形状,其具有开口从而可以通过螺丝将该金属扁块固定到地板上,以离心的方式将金属扁块焊接到下管的底部,最大的区域朝向结构的内部,因此防止柱体与墙面相离过远。形成柱体的两个管子具有符合的孔,这些孔通过栓控制结构的高度。在柱体的上端具有柱顶,该柱顶可由相同的材料制成,并且由基本上以直角弯曲的扁块形成,柱顶的一侧焊接到柱体上,另一侧通过螺丝连接到下述的横梁上。形成柱顶的基本上以直角弯曲的扁块在焊接到柱体的一侧上具有焊接到柱体和焊接到柱顶的加强扁块。 Thus, the invention consists of four columns made of steel or a material of the same character formed with telescoping sleeves. Preferably the flat metal block is round or otherwise shaped with openings so that the flat block can be screwed to the floor, welded to the bottom of the down tube centrifugally with the largest area facing inside the structure, thus preventing the columns from being too far from the wall. The two tubes forming the column have conforming holes that control the height of the structure via pins. At the upper end of the column there is a capital, which may be made of the same material and is formed from a flat block bent substantially at a right angle, welded to the column on one side and screwed to the lower on the beam mentioned above. The substantially right-angled flat piece forming the capital has a reinforcing flat piece welded to the cylinder and welded to the capital on the side welded to the cylinder.
由钢材或其他耐磨材料制作成的横梁通过螺丝一体地连接到柱顶,横梁的剖面为矩形。矩形较长的一侧勾勒出横梁的剖面,沿着横梁的整个长度具有足以容纳接头的大孔,由与先前的元件相同的材料做成的板材构成该接头,该接头基本上以直角弯曲。在由横梁形成的矩形内部通过螺丝耦合接头的一侧,在托梁内部以相同的方式耦合接头的另一侧,虽然该托梁的尺寸更小,但类似于横梁。在与沿着横梁整体长度切割的边的相对边上,具有与柱顶的孔和接头的孔相符合的孔,也具有用作电缆导管的其他更大的孔。 The beam made of steel or other wear-resistant materials is integrally connected to the top of the column through screws, and the cross-section of the beam is rectangular. The longer side of the rectangle outlines the cross-section of the beam, along the entire length of which there is a hole large enough to receive a joint made of a sheet of the same material as the previous element, bent essentially at right angles. One side of the joint is coupled by a screw inside the rectangle formed by the beam, and the other side of the joint is coupled in the same way inside the joist, which is similar to the beam, though smaller in size. On the side opposite to the side cut along the entire length of the beam, there are holes that coincide with the holes in the caps and the joints, and there are also other larger holes that serve as conduits for cables.
横梁和托梁由彼此可伸缩插入的两个部件构成,由穿过其孔的贯穿螺栓固定的这两个部件确定夹层的宽度和深度。每个横梁的端部连接到柱体、横梁和形成配件的两个柱体,夹层由两个配件形成,一个为前配件,一个为后配件,通过反过来支撑水平地板的托梁连接这两个配件,这两个配件由硬质材料做成的片材形成,紧固到托梁上。最后根据夹层的预期用途将地板放置在该水平地板上。 The beams and joists consist of two parts inserted telescopically into each other, fixed by through-bolts passing through their holes, which determine the width and depth of the mezzanine. The ends of each beam are connected to the columns, the beams and the two columns forming the fittings, the mezzanine is formed by two fittings, one front and one rear, connected by joists which in turn support the horizontal floor two fittings formed from sheets of hard material fastened to the joists. Finally the floor is placed on this level according to the intended use of the mezzanine.
在该结构最方便的一侧上具有由两个纵梁构成的楼梯,可延伸的横梁形成纵梁,横梁的上端具有接头,该接头由以直角弯曲两次的板材形成,通过螺丝连接,一侧连接到纵梁,另两侧连接到横梁或托梁以及水平地板。形成楼梯的横梁的下端包含其他锚定杆,以适当的角度弯曲的扁块基于楼梯的倾角形成锚定杆。 On the most convenient side of the structure there is a staircase made of two stringers, the extendable beams forming the stringers, the upper ends of which have joints formed of plates bent twice at right angles, connected by screws, one One side is attached to the stringers, and the other two sides are attached to the beams or joists and the level floor. The lower ends of the beams that form the stairs contain other anchor rods, and flat pieces bent at appropriate angles form the anchor rods based on the inclination of the stairs.
通过螺丝将由耐磨材料制作的平台阶梯连接到两个横梁的孔内。 Connect the platform steps made of wear-resistant material to the holes of the two beams by screws.
使用另一种具有充足阻力和硬度的材料生产不同的实施例,以支撑设计载荷。 Produce a different embodiment using another material with sufficient resistance and stiffness to support the design load.
另一不同的实施例由四个以上的柱体构成。 A different embodiment consists of more than four columns.
另一不同的实施例包括多边形柱体或另一种形状的柱体。 A different embodiment includes polygonal cylinders or cylinders of another shape.
位于柱体的下端处的底部扁块为多边形或另一种形状。 The bottom flat at the lower end of the cylinder is polygonal or another shape.
位于柱体的上端处的柱顶的加强扁块为多边形或另一种形状。 The reinforcing flat pieces of the caps located at the upper ends of the columns are polygonal or another shape.
横梁和托梁的截面以不同的方式为Σ形、Ζ形、ω形、u形等等。 Cross-sections of beams and joists are Σ-shaped, Z-shaped, ω-shaped, u-shaped, etc. in various ways.
另一不同的实施例由正方形截面的横梁和托梁构成。 A different embodiment consists of beams and joists of square cross-section.
夹层以其他不同的形式包含位于上部的侧杆。 The mezzanine contains the upper side bars in a different form.
楼梯具有侧杆。 Stairs have side rails.
在另一不同的实施例中,楼梯可朝上移动,其上部具有旋转轴。 In a different embodiment, the staircase is movable upwards and has an axis of rotation in its upper part.
或者,将楼梯掩盖在夹层横梁之下,朝着夹层的内部水平移动该楼梯。 Alternatively, hide the stairs under the mezzanine beams and move the stairs horizontally towards the interior of the mezzanine.
没有什么区别,通过支腿固定楼梯,该支腿在其一侧从楼梯的下部垂下,使得楼梯下能够自由通行。 There is no difference, the stair is secured by a leg which hangs down from the lower part of the stair on one side, allowing free passage under the stair.
楼梯以不同的方式在一个纵梁内或者在平台阶梯和可折叠扶手的支撑横梁内朝着具有旋转轴的一侧枢转。 The stairs are pivoted in different ways in a longitudinal beam or in the supporting beams of the landing steps and foldable handrails towards the side with the axis of rotation.
在另一不同的实施例中,楼梯位于夹层的内部,在两个托梁之间,在上层楼面的地板上开通一个孔用于进入。 In a different embodiment, the staircase is located inside the mezzanine, between two joists, and an opening is made in the floor of the upper floor for access.
通过构件内包含的凸缘以不同的方式连接可调构件,使得没必要使用螺丝或其他的固定构件。 The adjustable members are connected in various ways by means of flanges contained within the members, making the use of screws or other fixing members unnecessary.
附图说明:Description of drawings:
为了更好地理解本发明,附上通过非限制性实例描述本发明的优选实施例的图: For a better understanding of the invention, a drawing describing a preferred embodiment of the invention by way of non-limiting example is attached:
图1-配件的示图 Figure 1 - Diagram of the fitting
图2-柱体 Figure 2 - Cylinder
图3-柱顶 Figure 3 - Column top
图4-横梁 Figure 4 - Beam
图5-托梁-横梁接头 Figure 5 - Joist-Beam Joints
图6-楼梯 Figure 6 - Stairs
图7-楼梯-夹层接头 Figure 7 - Stairs - mezzanine joints
图8-楼梯底部扁块 Figure 8 - Flat block at the bottom of the stairs
在所述图中,强调下面标记的构件: In said figures, the components marked below are emphasized:
1-柱体 1-Cylinder
2-上柱体部件 2- Upper column parts
3-下柱体部件 3- Lower column parts
4-柱体底部扁块 4-Cylinder bottom flat block
5-下部孔 5- Bottom hole
6-上部孔 6- Upper hole
7-柱顶 7-column
8-焊接到柱体的柱顶表面 8 - Welded to the top surface of the post
9-横梁紧固表面 9-Beam fastening surface
10-柱顶孔 10-column top hole
11-加强扁块 11-Reinforcing flat block
12-横梁 12-beam
13-纵梁剖面 13- Longitudinal section
14-横梁-托梁接头 14 - Beam-joist joints
15-横梁孔 15-beam hole
16-横梁部件 16-Beam components
17-托梁 17 - joists
18-托梁-横梁表面 18 - Joist - Beam Surface
19-横梁-托梁孔 19 - Beam - Joist Hole
20-连接到托梁的接头表面 20 - Joint surface attached to joists
21-水平地板 21-level floor
22-楼梯 22 - stairs
23-楼梯接头 23-stair joint
24-滑孔 24-sliding hole
25-楼梯接头扁块 25-stair joint flat block
26-楼梯紧固扁块 26-Stair fastening flat block
27-焊接的扁块孔 27 - Welded Flat Block Hole
28-楼梯横梁 28 - Stair Beam
29-楼梯底部接头 29 - Stair Bottom Joint
30-底部接头-横梁表面 30 - Bottom Joint - Beam Surface
31-底部接头-地板表面 31 - Bottom Joint - Floor Surface
32-底部接头-地板孔 32 - Bottom Connector - Floor Hole
33-平台阶梯 33 - platform ladder
34-栓。 34-bolt.
具体实施方式:Detailed ways:
本发明优选的实施例由四个钢材圆柱形柱体1,该圆柱形柱体由两个部件形成,上柱体部件2和下柱体部件3,一个部件安装在另一个部件内,一个部件位于上部件2处并具有更小的直径,在另一部件内滑动一部件,而另一部件3位于下部并具有更大的直径,足以允许其滑动。下柱体部件3的一端具有由相同材料做成的圆形柱体底部扁块4,数个孔以离心的方式焊接到柱体上。下柱体部件3在相同的水平上具有至少两个下柱体部件孔5,这些孔彼此相对,位于上述柱体底部扁块4所处的另一端。上柱体部件2的直径小于下柱体部件3的直径,并且沿着整个长度具有彼此间隔开的上柱体部件孔6,这些孔类似于下柱体部件3的孔。通过使用栓34将下柱体部件3的孔与上柱体部件2内制作的孔相连接,得出夹层的高度。相同材料做成的柱顶7位于直径更小的上柱体部件2的上端,该柱顶由以直角弯曲的扁块形成以具有两个彼此垂直的表面,焊接到柱体8的柱顶表面的宽度与上柱体部件2相等,将该柱顶表面焊接到上柱体部件,下面要描述的是另一个横梁紧固表面9的宽度与横梁12相等,该紧固表面的柱顶孔10与横梁12内所制作的其他孔符合。在该横梁紧固表面9的外部,具有至少一个弧形加强扁块11,将该扁块的扁平部分共同焊接到柱顶7和上柱体部件2。
The preferred embodiment of the invention consists of four steel cylindrical columns 1 formed from two parts, an
通过螺丝将与上述元件相同的材料制成的矩形横梁12连接到已经描述过的柱顶7上,在沿着其整个长度制作的矩形的一个较长侧上具有纵梁截面13,其具有充足的幅度用于容纳下面描述的横梁-托梁接头14。在该纵梁截面13相反的表面上具有横梁孔15,这些孔沿着横梁12的整个长度与柱顶孔10相符合。
A
与柱体1类似,这些横梁12由两个彼此插入的横梁部件16构成,具有足够的公差,用于允许其滑动,并且通过穿过其孔15的贯穿螺栓固定的横梁确定夹层的宽度和长度。
Similar to the columns 1, these
托梁17的形状、材料、成分和长度与横梁12相同,而其剖面稍微小点,并且其可扩展性控制结构的深度,通过螺丝将该托梁连接到上述横梁-托梁接头14,下文中要描述。每个端部包括由扁块形成的横梁-托梁接头14,该扁块由与先前元件相同的材料制成,以直角弯曲,两个表面彼此垂直。一个表面为托梁-横梁表面18,具有足以耦合到横梁形成的矩形内部的尺寸,必要的横梁-托梁孔19与横梁12内制成的那些孔相符合并且通过螺丝连接到那些孔中。另一表面,即连接到托梁20中的接头表面,在托梁17的端部,需要用与上述相同的方式耦合其尺寸。通过上述的横梁-托梁接头14将每个端部耦合到相应的横梁12中,沿着横梁12的整个长度安装充足的托梁17,用于支撑结构所准备的重量。
The
每个横梁12的端部均连接到柱体1、横梁12和形成配件的两个柱体1上,夹层由两个配件形成,一个为前配件,一个为后配件,通过反过来支撑水平地板21的托梁17连接这两个配件,这两个配件由硬质材料做成的片材形成,紧固到托梁17上。最后根据夹层的预期用途将地板放置在该水平地板21上。
The ends of each
在该结构最方便的一侧上具有由两个可延伸的楼梯横梁28构成的楼梯22,这两个可延伸的楼梯横梁的上端具有楼梯接头23,由以直角弯曲的楼梯紧固扁块26形成,其每个表面内包含使用提供在其上的孔旋入横梁12或托梁17内和水平地板21内的滑孔24。将另一楼梯接头扁块25并入该扁块内并在垂直方向焊接到一个表面的边缘内,与该扁块形成大于90度的角并确定楼梯22的坡度,该楼梯接头扁块25焊接与楼梯横梁28符合的扁块孔27,楼梯横梁支撑和形成楼梯22,通过螺丝将这些楼梯横梁紧固到楼梯内。形成楼梯22的楼梯横梁28的另一端包括楼梯底部接头29,该接头由以直角弯曲的扁块形成,其中一个表面,即底部接头-横梁表面30,旋入每个楼梯横梁28。扁块的另一个表面,即接头-地板表面31,具有至少一个底部接头-地板孔32,由此,通过扩展锚杆将楼梯22连接到地板。
On the most convenient side of the structure there is a
通过螺丝将耐磨材料制作的平台阶梯33连接到两个楼梯横梁28的孔内。
The platform steps 33 made of wear-resistant materials are connected to the holes of the two
Claims (14)
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ESP200901273 | 2009-05-22 | ||
ES200901273A ES2358942B1 (en) | 2009-05-22 | 2009-05-22 | ADJUSTABLE ENTREPLANTA. |
PCT/ES2010/000218 WO2010133728A1 (en) | 2009-05-22 | 2010-05-19 | Adjustable mezzanine floor |
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CN102439247A CN102439247A (en) | 2012-05-02 |
CN102439247B true CN102439247B (en) | 2014-04-23 |
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CN201080022436.0A Active CN102439247B (en) | 2009-05-22 | 2010-05-19 | adjustable interlayer |
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CN (1) | CN102439247B (en) |
ES (2) | ES2358942B1 (en) |
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WO (1) | WO2010133728A1 (en) |
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EP2511538A1 (en) * | 2011-04-11 | 2012-10-17 | Amec System GmbH | Modular system for machine, special purpose machine and assembly construction |
EP2977522A3 (en) * | 2014-07-21 | 2016-03-23 | Michela Zenatti | Aseismic loft |
CN104389367B (en) * | 2014-11-20 | 2017-07-18 | 北京凯必盛自动门技术有限公司 | A kind of drive device of liftable floor |
CN112112280B (en) * | 2020-07-30 | 2021-11-19 | 上海精典规划建筑设计有限公司 | Steel structure support frame |
WO2023187467A1 (en) * | 2022-03-31 | 2023-10-05 | Kirk Davis | Modular decking system |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2233055A (en) * | 1939-05-04 | 1941-02-25 | Frank M Kennedy | Automobile parking device |
DE202006001406U1 (en) * | 2006-01-30 | 2006-04-06 | Maha Maschinenbau Haldenwang Gmbh & Co. Kg | Parking platform for motor vehicles |
DE202005020270U1 (en) * | 2005-12-23 | 2007-05-10 | Klaus Multiparking Gmbh | Torsion shaft for motor vehicle parking device, has two gears whereby two gears are so connected to torsion shaft, for torque transmission, that they can be assembled in individual parts |
CN2927943Y (en) * | 2006-06-17 | 2007-08-01 | 毛光海 | Folding top plate support frame |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1381954A (en) * | 1964-02-08 | 1964-12-14 | Betonbau Gmbh | Connection device between beam elements for buildings |
GB2014686A (en) * | 1977-11-16 | 1979-08-30 | Wilson A H | Joints for Metal Building Frameworks |
US5188479A (en) * | 1992-04-30 | 1993-02-23 | Unistrut International Corp. | Tubular framing system |
US5459967A (en) * | 1994-02-10 | 1995-10-24 | Bodtker; Carl E. | Adjustable support structure |
TW253924B (en) * | 1994-09-14 | 1995-08-11 | Nippon Kotetsu Kokusai Kk | Elevatable work facility |
NO319797B1 (en) * | 2002-04-25 | 2005-09-19 | Stein Hofstad | Module-based building system |
US6749041B1 (en) * | 2002-12-23 | 2004-06-15 | Larry S. Hutchings | Joist scaffold unit |
-
2009
- 2009-05-22 ES ES200901273A patent/ES2358942B1/en active Active
-
2010
- 2010-05-19 ES ES10777397T patent/ES2894345T3/en active Active
- 2010-05-19 WO PCT/ES2010/000218 patent/WO2010133728A1/en active Application Filing
- 2010-05-19 CN CN201080022436.0A patent/CN102439247B/en active Active
- 2010-05-19 PT PT107773970T patent/PT2434073T/en unknown
- 2010-05-19 EP EP10777397.0A patent/EP2434073B1/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2233055A (en) * | 1939-05-04 | 1941-02-25 | Frank M Kennedy | Automobile parking device |
DE202005020270U1 (en) * | 2005-12-23 | 2007-05-10 | Klaus Multiparking Gmbh | Torsion shaft for motor vehicle parking device, has two gears whereby two gears are so connected to torsion shaft, for torque transmission, that they can be assembled in individual parts |
DE202006001406U1 (en) * | 2006-01-30 | 2006-04-06 | Maha Maschinenbau Haldenwang Gmbh & Co. Kg | Parking platform for motor vehicles |
US20090016863A1 (en) * | 2006-01-30 | 2009-01-15 | Maha Maschinenbau Haldenwang Gmbh & Co. Kg | Parking Platform for Motor Vehicles |
CN2927943Y (en) * | 2006-06-17 | 2007-08-01 | 毛光海 | Folding top plate support frame |
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WO2010133728A1 (en) | 2010-11-25 |
EP2434073A1 (en) | 2012-03-28 |
EP2434073B1 (en) | 2021-08-11 |
CN102439247A (en) | 2012-05-02 |
EP2434073A4 (en) | 2015-03-11 |
ES2894345T3 (en) | 2022-02-14 |
ES2358942A1 (en) | 2011-05-17 |
ES2358942B1 (en) | 2012-05-25 |
PT2434073T (en) | 2021-10-21 |
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