TW201022503A - Unitised building system - Google Patents

Abstract

The invention provides a method of building a building having a plurality of levels using. The building includes a plurality of building unit assemblies (2) wherein each building unit assembly is structurally self supporting and has at least one sidewall (4), a floor (8) and a roof (10), the method including the steps of: lifting the building unit assemblies (2) into position in the building so that each level of the building includes a predetermined number of units (2); connecting adjacent units (2) to one another in each level; and connecting units (2) in one level to corresponding units in at least one adjacent level that is vertically above or below the one level. In one form the building unit assembly (2) includes a building unit including two sidewalls (4) and (6) floor (8) and roof (10) with structural frame segments (16, 18, 20, 22) attached thereto.

Description

201022503 VI. Description of the Invention: [Technical Field of Inventions] Field of the Invention The present invention relates to a building system. The invention will be described in connection with the construction of a tall building, however, aspects of the invention may be applied outside of the field and the invention should not be construed as being limited to the exemplary field of use. [Prior Art; j Background of the Invention Various proposals have been made to utilize prefabricated building methodology to enable the construction of buildings inexpensively and quickly. Examples of prefabricated modular systems include those disclosed in the following prior art documents: U.S. Patent No. 6,625,937; U.S. Patent No. 5,706,614; U.S. Patent No. 4,12, 133; U.S. Patent No. 6,826,879; U.S. Patent No. 4,045,937; Patent No. 5,4,2,608; U.S. Patent No. 4,807,401; U.S. Patent No. 4,545,159 and WO 2005/038155. However, in general, the proposed prefabricated system is only suitable for single-floor or low-rise buildings and is modular in terms of its approach, so it is inherently lacking in flexibility and thus limits its application. SUMMARY OF THE INVENTION The object of the present invention is to provide a non-modular, flexible building that can be used to construct tall buildings, that is, a tall building means having four or more classes above the surface level. However, it is apparent that similar techniques can be applied to buildings of lower height without departing from the invention. - The purpose - the purpose is to provide an improved technique for interconnecting the units used in constructing a building. SUMMARY OF THE INVENTION 3 201022503 Summary of the Invention In one aspect, the present invention provides a method for constructing a building having a plurality of levels using a plurality of building unit assemblies, wherein each building unit assembly is structurally self-contained Supporting and having at least one side wall, a floor and a roof, the method comprising the steps of: ascending the building unit assembly into a position within the building such that each level of the building comprises a predetermined number of units; The intermediate units are connected to each other; and the units in one level are connected to corresponding units in at least one adjacent level vertically above or below the one level. The method can further include: constructing at least one core; and connecting the unit adjacent to a core to a core. The configuration enables vertical load between adjacent levels to be primarily transmitted through the building unit assembly and lateral load Passed to the core. The method can further include: attaching the structural frame segment to at least one side wall of a building unit to form a building unit assembly; and stacking the building unit assembly to form a hierarchy of the building, wherein The structural frame segments are vertically aligned with the structural frame segments in at least one adjacent hierarchy, wherein substantially all of the vertical load of the building unit assembly is passed through the structural frame segments. In some embodiments, the lateral load is supported by the building unit. In some embodiments, the lateral load is supported by one or more cores. The method may further comprise the steps of: providing top and bottom webs on the top and bottom of each of the structural frame segments and joining the top and bottom panels of the structural frame segments that are vertically adjacent each other using fastening members . 201022503 In some embodiments, the structural frame segments are attached to the side walls of a building unit such that when the building units are placed laterally adjacent to another structural frame segment with a predetermined relative alignment a structural frame segment of the building unit assembly and the laterally adjacent building unit assembly _ structural frame segments are juxtaposed; and the method may include juxtaposition of each other The steps of joining structural segments together. In some embodiments, the step of connecting cells in a hierarchy to corresponding cells in a vertically adjacent hierarchy comprises connecting the tops of the structural truss segments in the lower hierarchy to the structural framework in the higher hierarchy The steps at the bottom of the segment. The method may further comprise the steps of: mounting the top and bottom webs on the top and bottom ends of the column elements, respectively; and joining the top webs of the structural frame segments arranged side by side with each other. The method may further comprise the step of connecting the top webs of the structural frame segments arranged side by side to one of the lower webs of the structural frame segments arranged side by side in the next upper level. The method may further comprise the step of clamping the other of the lower webs between the vertically adjacent top webs by an elongate clamping rod. In another aspect, the present invention provides a building having a plurality of levels, the building comprising: a plurality of building unit assemblies each structurally self-supporting and having at least a side wall, a floor and a roof; A structural frame segment attached to at least its side walls, a group of building unit assemblies stacked to form a hierarchy in the building, and wherein the building unit assembly is stacked such that the structurality in a hierarchy The frame segments are vertically aligned with the structural frame segments in at least one adjacent stratum of 5 201022503, wherein substantially all of the vertical load is transmitted through the structural frame segments and the lateral loads are supported by the building unit assembly . In some embodiments, the building may further include a core' and the group of building unit assemblies may be configured along the core and connected thereto such that vertical loads between adjacent levels are primarily passed through the building unit assembly instead of After the core. In some embodiments, the building further includes one or more elongate connecting members extending over a top portion of the first structural frame segment corresponding to one of the building units attached to a hierarchy Connecting to one of the tops of one of the second structural frame segments of one of the building unit assemblies in another level, such that the top of the first building element can be Connect to the top of the second structural frame segment. In some embodiments, the plurality of levels includes at least one building unit assembly disposed in a first orientation and at least one second building unit assembly disposed orthogonally to the first orientation such that The building unit assemblies in the first and second orthogonal orientations act as tension members to support lateral loads. In a sub-embodiment embodiment, the end of the post member has a mounting member attached thereto's towel® which allows the mounting member and the structural frame segment to be connected vertically above or below the segment of the structural frame. Adjacent boards of structural frame segments. In the embodiment of the heart-knife, the 'mounting member includes the top and bottom connecting plates, and the structural frame segment (4) in the area of the _ object unit of the building makes the - (four) 'phase' assembly unit of the building At least part of the structure 201022503 ^the knife slaves are arranged in pairs next to each other and stacked in the "other" of the adjacent objects t-the other one of the building unit assembly At least one of the connecting plates below the segment is laid over the top connection of the pair, to v. In the case, the towel can be connected to the at least the lower connecting plate to connect the phase building unit assembly and the other building unit assembly together.

In some embodiments, the mounting component includes a top and a bottom web, and the structural frame segment is positioned relative to the building element on which it is located, such that at least a portion of the building's "class" The structure I·lively knives and tethers are arranged in pairs next to each other, and the connection plates are arranged such that at least three of the connecting plates can be connected together for the structural frame segments of the vertically aligned pairs. . In some embodiments, the building may further include a first connecting component for connecting adjacent building unit assemblies within the hierarchy to each other; and a second connecting material, the first detecting component Connected to an adjacent building unit assembly hierarchy adjacent to the one level. In another aspect, the present invention provides a building having a plurality of levels 'the classes have at least a portion including a plurality of self-supporting building units'. The self-supporting building units of S Xuan each include a structure connected thereto. a segment of a sexual framework that is adapted to support the vertical load of another stratum above the stratum, wherein the building comprises at least one higher stratum and a lower stratum, wherein the frame segment of the building unit on the lower stratum The structural strength is greater than the structural strength of the corresponding frame segment in the lower class. In some embodiments, the building includes a group of higher classes and a group of lower 7 201022503 classes, wherein the structural strengths of the corresponding structural frame segments of the lower level group (4) are substantially equal and The high-level *' should be structurally the same as the structural strength of the structural segmentation. In the embodiment, the structural strength of the lower-level group T can be greater than that of the higher-level group. % 〃 Structural strength. The structural frame segment of the corresponding frame segment is preferably located outside the self-supporting building unit. In some embodiments, the structural frame segmentation is the column element of the building-type building unit. Contains being attached to the self

In some embodiments, the building unit is disposed within the hierarchy to define a space between the self-supporting building units in which the structural segments are located. In some embodiments, the space between the vertically aligned adjacent pairs of self-supporting building units has substantially the same width.

In some embodiments, the spaces between all adjacent self-supporting building units have substantially the same width. In some embodiments, the structural frame members each have substantially the same width transverse to the space between adjacent self-supporting building units for which they are disposed. In some embodiments, 'a relative strength difference between two structural frame elements is provided by altering at least one of: the relative wall thickness of the structural frame elements; the space between adjacent self-supporting building units The measured 8 201022503 a relative depth of structural frame elements. In another aspect, seven is provided with a structural frame segment for mating to a self-supporting building unit, the structural frame segment comprising: to a negative support column member; A skirting component that is used to construct a structural "segment (4)"-like self-cutting building unit or building element. The β component is implemented, and the material component includes a joint portion for

In use, the joint-(four) straight-aligned structural frame segments are cooperatively shaped joints. In some embodiments, the mounting component is a web attached to the end of the post member. The column member comprises a steel column or a coagulated portion, at least any of the soil columns. In use, the location of the column elements relative to the building unit to which they are attached may be such that, within a hierarchy of buildings, at least portions of adjacent building units are arranged in pairs adjacent to each other 4 in which the adjacent ones are stacked The construction material - the other of the building - S - the column element under the column element Ρ to f - is laid on at least part of the pair of top connection plates, the object unit and w connected with it The adjacent buildings are connected to the other building unit. = implementation of the financial, column elements are small relative to the building unit to which they are connected; = in the building - level, adjacent building units to i; two: Γ pairs are placed next to each other, the configuration of the connecting plate For the column element (4) for (4) light alignment, at least: 9 201022503 of the connecting plate can be connected together. In some embodiments, the structural frame segment has a mounting component that is shaped to match a mounting component of a horizontally adjacent structural frame segment in use. In some embodiments, the structural frame segment includes a plurality of column elements coupled by a component to distribute the load between at least a plurality of pairs of columns. In some embodiments, a guide table © is provided to facilitate alignment with other building elements. In some embodiments, the guiding surface comprises at least a portion of a surface of the mounting component. In some embodiments, the guiding surface includes at least a portion of a post element. In some embodiments, the mounting member includes an angled guide surface for guiding the mounting member in use to properly align with a correspondingly shaped mounting member. In some embodiments, the guiding surface includes an in-use vertical extension that is capable of adjusting the vertical alignment of the 构 构 frame segment relative to another building or the like by sliding the guiding surface relative to the building element. In some embodiments, the mounting component includes at least one mounting plate that includes a push-out to provide an angular guide surface. In some embodiments, the mounting member includes a generally trapezoidal plate that, in use, provides a push-like guide surface for a horizontally aligned corresponding structural frame segment. In some embodiments, at least one of the pillar elements extending from a surface of the mounting plate 10 201022503 in a substantially vertical direction is positioned such that at least a portion of a surface of a pillar element is substantially aligned for forming a A portion of a guiding surface of the mounting member and extending therefrom away from an apex of one of the trapezoidal top plates such that a portion of a surface of the post member provides a continuation of the guiding surface. In another aspect, the present invention provides a method of constructing a building unit for constructing a building having a plurality of levels, the method comprising: (8) constructing a floor, a roof, and at least one a self-supporting unit of the side wall to thereby define an interior of the unit and an exterior of the unit; (b) attaching at least one frame segment to the exterior of the unit to structurally support a configuration in use Building unit assembly above the building unit assembly. The method may further comprise: (c) performing a stress reduction step prior to step (b). Step (8) may further comprise: constructing a self-supporting unit in a clamp or clamp; and step (c) may comprise releasing a clamping force applied by the clamp or clamp. Step (C) may include dissipating the thermally induced stress in the self-supporting unit. In some embodiments, step (a) may comprise one or more of the following construction steps: forming a floor from a plurality of floor panels; forming at least one wall from the plurality of wall panels; forming a frame from the plurality of frame members; a roof panel forming a roof; 11 201022503 attaching at least one of a wall, floor or roof to a frame; attaching at least one wall or wall assembly floor; attaching a roof or at least one roof panel to at least one wall . In some embodiments, the frame segmentation comprises a structural frame segment of an embodiment in accordance with an aspect of the present invention. The method can include a reference-storage_segment to define at least one data point external to the self-supporting unit. The method can further include at least a portion of the interior of the building unit with reference to at least the data point. © This method can further include attaching at least one front component to the building unit assembly with reference to at least the data point. In the trowel embodiment, the method can include transferring the measurement from at least one of the data to the interior of the self-supporting unit. > The sample invention includes a method for circumspecting a building having a plurality of classes, including: designing a layout of the floors; defining - a structure common to a plurality of vertical lines (10) © a grid; defining a plurality of cells in each level between the column grids such that the grids are disposed in a space between horizontally adjacent units. In the knife embodiment, the method further includes adjusting the situation to accommodate the column grid and the space between the horizontally adjacent units. The beta method can include: defining - a structural column grid common to all orders. 12 201022503 Partially realized towel, the pure-step of the party includes: defining a plurality of column grids corresponding to the plurality of layer groups. The method can further include positioning a transition structure between hierarchical groups for forming a plurality of groups. In another aspect, the present invention provides a method of constructing a building; the method includes: using one of the embodiments according to the present invention to: design a building and manufacture a plurality of the layout Self-supporting buildings have a structural support segment that is associated with its (four), which is aligned with a defined column grid. In some embodiments, the method further includes constructing at least one in situ component of the building. In some embodiments, the method further includes stacking a plurality of self-contracting (four) object unit assemblies in a (four) configuration of the in-situ component of the building and connecting the self-renewing (four) unit total money to and from the self-support Alternative building unit assembly. In a neighboring knife embodiment, the method further includes positioning a plurality of self-supporting building unit assemblies in accordance with each other, as defined by the layout prior to construction of the building. The knives embodiment towel, the method further comprising: performing any of the following steps on the arbitrarily selected building unit assembly positioned thereby: inspecting at least the adjacent self-supporting building unit assembly Component tolerances; ^Check for proper vertical and/or horizontal alignment between structural branch sections adjacent to self-supporting building unit assemblies; 13 201022503 Fitted with an internal part of a self-supporting building unit assembly At least partially; temporarily connecting a service piece between at least two self-supporting building unit assemblies; cutting a temporarily connected service piece from a self-supporting building unit assembly; placing a front or cladding component Fitted to a self-supporting building unit assembly. The continuation of the present invention includes, but is not limited to, a building, a building unit assembly, a building unit, a structural support segment, and a component of the foregoing, which is manufactured in accordance with the methods described herein. Or assembled, or used in such methods. According to the present invention, there is provided a method of constructing a building having a plurality of levels using a plurality of building unit assemblies, wherein each of the four (four) element unit assemblies is structurally self-supporting and has side walls, a floor and a roof. The method includes the steps of: ascending the building unit assembly into a position in the building such that each level of the building includes - a predetermined number of units; connecting adjacent ones to each other in each of the 13⁄4 layers; and The cells in the hierarchy are connected to corresponding cells in the adjacent hierarchy that are vertically above and below the cells. The present invention also provides - (d) a plurality of (four) object units to create a south building having a plurality of corpse white layers, wherein each building unit assembly is structurally self-supporting and has side walls, a floor and a roof The method comprises the steps of: constructing a core; lifting the building unit assembly 14 201022503 into a position within the building such that each level of the building includes a predetermined number of units 'and connecting the units adjacent to the core To the core, this configuration allows vertical loads between adjacent levels to be primarily passed through the building unit assembly and lateral loads are transmitted through walls, floors, roofs or other stiff elements or transferred to the core using bracing members . The present invention also provides a method of constructing a tall building having a plurality of levels using a plurality of building unit assemblies, wherein each building unit assembly is structurally self-supporting and has side walls, a floor and a roof. The method comprises the steps of: attaching a structural frame segment to a side wall of a building unit assembly; stacking a building unit assembly to form a hierarchy of buildings; wherein the structural frame segments in one of the segments are vertical Aligning to structural frame segments in at least one adjacent level, wherein substantially all of the vertical load is transmitted through the structural frame segments, and the lateral loads are subject to building elements that are placed orthogonally to each other as bracing members The assembly is supported by other stiff components such as the core. Preferably, the method further comprises the steps of: providing top and bottom webs on the top and bottom of each of the structural frame segments and top and bottom of the structural frame segments vertically adjacent to each other using fastening members The connecting plates are connected together. Preferably, the method further comprises the steps of: configuring the structural frame segments of the building unit assemblies laterally adjacent to each other such that their top and bottom plates are laterally adjacent to each other and to each other with fastening members The top and bottom plates of the laterally adjacent structural frame segments are joined together. Preferably, the method further comprises the steps of: providing complementary portions on the top plate of the building unit assembly adjacent to each other laterally 15 201022503, and wherein the method comprises the steps of providing laterally adjacent ones, respectively The first and second bottom plates of the structural frame segment of the building unit assembly and the first bottom plate are disposed over the complementary portions, wherein the fastening members thereby connect the top and bottom plates vertically and laterally. Preferably, the method comprises the steps of: connecting the lower end of an elongated connecting rod to a structural frame segment of the first building unit assembly vertically stacked below a second building unit assembly A first top panel and a second top panel® connecting the top end of the connecting rod to the second building unit assembly thereby allowing the first and second top panels to be clamped together. The present invention also provides a building having a plurality of levels, the building comprising a plurality of building unit assemblies, each of which is structurally self-supporting and having side walls, a floor and a roof, and a building unit assembly Groups, stacked to form a hierarchy in a building; first connecting members for connecting adjacent building unit assemblies within a hierarchy to each other; and second connecting members 'for a-level The building inside is read as being connected to the adjacent building unit assembly hierarchy adjacent to the hierarchy. Preferably, the building is characterized by: it does not have a structural architecture other than that provided by the interconnected building unit assemblies. The present invention also provides a building having a plurality of levels, the building comprising: a plurality of building unit assemblies 'each of which are structurally self-supporting and having side walls, a floor and a roof; a core, a building A group of unit assemblies is stacked next to the core to form a hierarchy in the building; and a connecting component 'which is used to connect the units adjacent to the core to the core, the configuration 16 201022503 Vertical element assembly instead of core. The load is mainly transmitted through the building list. The invention is also provided by the invention - a building with a plurality of classes, a plurality of "single-single fields, each of which is structurally self-supporting, thorough! Wall floor and a roof and attached a structural frame segment to the side wall of the building unit ~, the group of building unit assemblies is piled 2 to form a hierarchy in the building, and the stacked building unit assembly

Ρ aligning the structural frame segments of the Ρ6 layer towel vertically with the structural frame segments in at least one adjacent layer, wherein substantially all of the vertical load is transmitted through the structural frame segments, and the lateral load A building sheet 1 assembly that is placed as a tension member or other stiffening element such as a riding earth or steel core. Preferably, the building comprises a connecting member for connecting the structural frame segments of the building unit assembly in a hierarchy to adjacent structural frames of the building unit assembly in the adjacent hierarchy. segment. Preferably, the end points of the structural frame segments have connecting plates connected thereto, wherein the plates and structural frame segments can thus be joined to structural frame segments that are vertically above or below the plate. Adjacent boards. Preferably, the panel of the structural frame segment can be joined to a panel of structural frame segments that are laterally adjacent thereto. Preferably, the vertically aligned adjacent structural frame segments have plates & projections with projections and recesses that complement each other to enable accurate alignment of the posts during stacking. Preferably, the top 17 201022503 or the bottom plate of the first and second laterally adjacent structural frame segments comprise complementary portions, each of which has a respective bolt hole, wherein thus the first and second The structural frame segments are vertically adjacent - the bottom or top plate of the second structural frame segment is laid over the complementary portions and has bolt holes aligned with the bolt holes in the complementary portions, wherein The plates of the first, second and third structural frame segments are clamped together by screwing. Preferably, the top plate of the structural frame segment includes the complementary portions. More preferably, the top panel includes the recesses and the bottom panel includes the projections. In some embodiments, the structural frame segments are provided with top and bottom connection 0 plates, and wherein the structural frame segments are relative to the building unit assembly to which they are connected, which may be made in the _ hierarchy of the building. At least a portion of the structural frame of the adjacent building unit assembly is segmentally disposed in pairs adjacent to each other and wherein one of the building single unit assemblies stacked on one of the adjacent building unit assemblies is structural At least one of the connecting plates below the frame segment is laid over at least a portion of the top connecting plate of the β-shaped pair, wherein at least the lower connecting plate can be connected thereto to connect the adjacent building blocks The assembly and the other building unit assembly are connected together. In some embodiments, the structural frame segments are provided with top and bottom webs, and wherein the structural frame segments are located in a hierarchy of the building relative to the location of the building unit assembly to which they are attached. At least a portion of the structural frame segments of adjacent building unit assemblies are arranged in pairs adjacent to each other in a configuration such that at least three of the connecting plates of the vertically aligned pair of structural frames are Connected together. Preferably, both the top or lower web have a complementary shape 18 201022503 such that a third of the at least three webs are laid over or embedded above or below the two panels. Preferably, the web includes apertures, the apertures are configured to align with the at least three webs and fasteners are threaded through the apertures to connect the three webs together. Preferably, the pair of laid and embedded webs comprise first and second forms that interlock with each other. Preferably, the form comprises a protrusion and a recess. Preferably, the projection is located on the underside of the laid web and the recess is on the upper side of the buried web. In some embodiments, the lateral load can be supported by the floor and roof of the building unit, and wherein at least a portion of the structural frame segments include at least one hollow post member; the building further includes an extension through at least a portion of the hollow post member An elongate connecting member, wherein the top of the structural frame segments in a hierarchy can thus be joined by the elongate connecting members to the top of the structural frame segments in an adjacent hierarchy in the building. BRIEF DESCRIPTION OF THE DRAWINGS Exemplary embodiments of the present invention will now be further described, by way of non-limiting example, in which: FIG. 1 is a schematic perspective view of a building unit assembly in accordance with an embodiment of the present invention; 2A to 2E are diagrams showing a building unit assembly of an embodiment of the present invention constructed using different building materials; FIG. 3A is a schematic plan view of two building unit assemblies separated from each other 19 201022503, FIG. 3B is a view A schematic plan view of two adjacent building unit assemblies that are joined together; Figures 4A through 4D are schematic plan views showing different planar shapes for building units; Figures 5A through 5G are diagrams showing building in different ways to construct Schematic diagram of a building unit assembly of high-rise buildings of different shapes; Figure 6 is a schematic side view of a twenty-story building; Figures 7A, 7B and 7C are schematic isometric views of a building with a core Figure 8 is a schematic isometric view of a building with a distributed core; Figure 9 is a schematic side view of a building showing how the column elements can be based on the building Height to change the size; , · Figure 10 is a schematic isometric view of the five levels of a tall building; _ 11A to 11E show the units located in different classes; Figure 12 shows the one located in the building A more detailed schematic diagram of the interconnection of cells within a hierarchy; Figure 13A is a floor plan for an apartment building; Figures 13B, 13C, 13D and 13E are typical apartments using the unit of the present invention; 14A and 14B The figure shows a lower and upper floor plan hierarchy of a hotel constructed in accordance with the present invention; Figure 14C is a more detailed view of a building unit assembly suitable for use in buildings of Figures 14A and 14B; 15A is a floor plan of a building with a residential and office residence 20 201022503; Figure 15B shows a possible configuration of the unit for the residential part of the building of Figure 15A; Figure 16 shows a building unit A schematic cross-sectional end view of more details of the assembly; Figure 17 is a schematic perspective view of a form of a lower mounting block; Figure 18 is a plan view of the mounting block; and Figures 19 and 20 are lower mounting areas. Orthogonal side view; Fig. 21 is a schematic perspective view of an upper mounting block; Fig. 22 is a plan view of the upper mounting block; Figs. 23 and 24 are orthogonal side views of the upper mounting block; An isometric view showing the interconnection of vertically adjacent building unit assemblies; Figure 26 is a fragment isometric view showing vertical and horizontally adjacent building unit assemblies; Figure 27 is a diagram showing four building units Sectional view of the interconnection of the mounting blocks of the assembly; Figure 28 is a more detailed schematic end view showing the vertical interconnection of the mounting blocks of the two building unit assemblies; Figure 29 is a view showing the total of the two building units A more detailed schematic side view of the vertical interconnection of the mounting blocks; Figure 30 is a more detailed schematic end view showing the interconnection of the mounting blocks of the two building unit assemblies using the elongated connecting elements; Figure 32 is a schematic view showing the orientation of the connecting element 21 201022503 during the building unit assembly ascending; Figure 33 is a schematic side view of a four-story building; Figure 34 is a top plan view of the connecting plate; Figure 35 is an end view of the side panels; Figure 36 is a top plan view of another lower connecting plate; Figure 37 is a side view of the connecting plate shown in Figures 34 and 36; Figure 38 is a plan view of an upper connecting plate; and Figure 39 is the end of the upper connecting plate Figure 40 is a cross-sectional view along line 24-24; Figure 41 is a side view of the top plate; Figures 42 and 43 are more detailed fragmentary views of the two forms of structural frame segments; 42 and 43 are schematic plan views of two building unit assemblies which are segmented and separated from each other; FIG. 45 is a schematic plan view showing the building unit assembly of FIG. 44 connected together; Figure 50 schematically shows the interconnection of the structural frame segments of Figures 42 and 43; Figure 51 is a schematic exploded view showing the different components of the interconnection; Figure 52 is a side view of the lower connection plate; Figure 53 is a plan view of the mounting block; Figure 54 is an end view of the lower mounting block; Figure 55 is a plan view of an alternative upper connecting plate; and Figure 56 is a side view of the upper connecting plate of Figure 55. ; 201022503 Figure 57 is an end view of the upper connecting plate of Figure 55; Figure 58 - a plan view of the upper mounting block; Fig. 59 is a side view of the upper mounting block of Fig. 58; Fig. 60 is an end view of the upper mounting block of Fig. 58; Fig. 61 is an elongated bolt Figure 62 is a fragment end view of the bolt head; Figure 63 is a side view of the upper end of the bolt; Figure 64 is a side view showing the fragment of the bolt head; Figure 65 is a fragment view showing the upper end of the bolt shaft; Figures 66 and 66A are schematic perspective views showing an alternative joining technique for a building unit assembly; Figure 67 is a diagram showing the interconnection of the connecting plates and blocks of the four building unit assemblies in the embodiment. a side view of the fragment; and Fig. 68 is a schematic side view showing part of the internal details of the building unit assembly and the manner in which the structural frame segments are connected; Figure 69 shows several roof panels for the building unit; Figure 70 is a cross-sectional view along line 37-37; Figure 71 is a cross-sectional view along line 38-38; Figure 72 is an exploded view of a modified building unit of the present invention; Structural frame segmentation on the object unit assembly Schematic diagram of the location; Figure 74 is a schematic side view of a building unit assembly suitable for cantilever action, and Figure 75 is a schematic end view of six building unit assemblies; 23 201022503 Figure 76 is for the 72nd and Figure 73 is a schematic perspective view of the floor panel of the building unit; Figure 77 is a schematic cross-sectional end view showing more details of the modified building unit assembly; Figure 78 is a view showing another modified building unit total A schematic cross-sectional end view of more detail; Figure 7 is an unintentional cross-sectional end view showing further details of yet another modified building unit, and Figure 80 is a view showing another modified building unit A more detailed view of the cross-sectional end view, FIG. 81 shows a perspective view of an alternative mounting plate that can be used in an embodiment of the present invention; and FIG. 82 shows a plan view of the mounting plate of FIG. 81; Shows three building unit assemblies that will be mounted together using a mounting plate of Figure 82; Figures 84A-84C show the manner in which adjacent building unit assemblies are combined using a mounting plate of Figure 82; 85 It shows the same portion of one of the structural frame segment as shown in FIG. 81, but adding detail. [Embodiment 3] DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT In general terms, the inventors have appreciated that a building unit (which is used to delineate the interior space of a unit) can itself be considered separately from the structural frame of the unit, preferably When the form is implemented, this allows the design to be flexible and to improve the ease of making 24 201022503. In terms of ease of manufacture, building units can be made with relatively loose tolerances, such as ± 20 mm, which is relatively easy to achieve. Structural frame segments can be made with significantly tighter tolerances, such as within ±1 mm to provide a precise architecture for the building. The building unit and the associated structural frame segments can then be attached together in a manner that takes into account any inaccuracies in the building unit to form a φ structure for being assembled to attach a precisely positioned A building unit assembly within a building with frame segments. The preferred embodiment provides a separate column system for constructing a precision dimension grid from which all other building elements are dimensioned. In an alternative system for the structural frame of a building to form part of its structure, the integral unit needs to be made to meet the tighter tolerances required for the frame, which is both expensive and complicated. In terms of design and resilience, the design and manufacture of structural frame segments, if Φ can be independent of the unit, provides the designer with the flexibility to position the structural frame slaves relative to the building unit over a wide range of locations. This makes the design elastic, and the structural frame of the building unit cannot actually have this elasticity if it is built into the wall of the unit. The building system utilized by the present invention can be used to construct buildings for any purpose, including but not limited to: residential, hotel and office use. The preferred embodiment is also suitable for high-rise use, that is, buildings having a fourth-order floor or higher above the surface level. The building unit assembly is made according to the layout of the building to be generated. 25 201022503 In the system of the present invention, building designers can freely deploy buildings in a manner that meets customer needs and market requirements. Next, a structural column grid common to a plurality of vertically adjacent levels is defined, and a plurality of cells in each level are defined. The unit is disposed between the columns of the column grid, and conversely, the column grid is disposed in the space between adjacent units. The design of the building may need to be adjusted to be divided into a changeable width and length but suitable Shipment and construction of building units that are lifted to the size within the location. It can be a prefabricated system' to provide a structure that is fully constructed with building repairs and service pieces that are ready for on-site assembly. As explained in more detail below, embodiments may have the following features: The length, width, and height of a building unit may vary depending on the project; the building sheet 70 may be incorporated—all components of the building, including steps, corridors, and The service unit, the building unit assembly is constructed in the production facility; the completed building unit assembly is transported at the site; the building unit assembly is raised to the position by the construction spreader; The interior can be connected to or matched to the (four) object unit before delivery, and the site R requires very little work to complete the building; the building unit assembly can be connected together using special bolted connections; and each building unit is The structural self-supporting and can have structurally pure frame segments attached thereto, whereby the #4 structural unit including the structural_segment is always formed in the vertical and lateral support of the building. Each building unit can be viewed as a linear box frame that is structurally independent and self-supporting in terms of its own weight and the live loads it carries. 26 201022503 Units can be constructed from a variety of different materials including: timber frame construction with splint pulls for walls, floors and shingles; steel frame scaffold construction using steel segments and profiles for walls and roofs Steel sheet and rolled steel passages and contoured steel sheets or parallel beams for the floor; and contoured steel sheet construction, which constitutes the diaphragm wall and the roof section, the walls and roof sections are sufficiently rigid without the need for additional intersections The struts and thus the wall of the steel sheet are constructed in the form of a single structure or system used by the automobile and aerospace industry. In general, the building elements are relatively stiff in the longitudinal direction, i.e. along the wall plane, as compared to the transverse direction. It can be stiffened in the lateral direction by providing a strutting member that traverses the lateral direction. This pull-up piece can be used in the form of a frame-type pull-law piece, a wall pull-pull line or other parts. The strength of the building unit along its length can be advantageously used to provide support for the lateral load in the manner described elsewhere herein. In the lateral direction, the lateral load can be transmitted by the floor, the roof, and the laterally extending walls that traverse the interior space of the building unit. • Fire protection can be achieved with fire rated gypsum board liners for the interior walls and roof of building units. The interior can be completely completed, including paint, monuments, carpets and joinery or left in the “rough in” phase for on-site completion. Frontal components, circulation corridors and stairs can also be incorporated into the building unit prior to the transfer or on site. As mentioned above, location measurements can also be taken from the data points associated with the structural frame segments rather than the building elements to accurately locate these components. A building unit can have four or more structural frame segments, which are packaged with the package 27 201022503 L. Structural steel or concrete column elements to carry the total. What constitutes a building structure together with the building unit. The column element is designed to have a load applied to it at the position within the 'mouth configuration. It can be included as needed to limit the load or increase the rigidity. This can be seen as forming an ex-structure for a building unit that will be joined to the external structure of the adjacent unit to form the load-bearing structure of the building. The external structure occupies one area outside the occupied space of the building unit, so there is no conflict between the two.结构 The structural areas between building units are generally from just mm to 150 mm. This area is the location where all structural frame segments are located and where all connections to the integrated building are locked. The advantage of constructing 1± is that: due to the placement accuracy of the structural frame segment, the building unit, the structural frame cutter including the building unit assembly, and the external structure and the front component can be Once produced, they are temporarily aligned and even locked together at the production facility, in the exact location they will occupy in a multi-story structure. This process makes it easy to check tolerances for easy on-site assembly and quality control. This approach also allows for completion at the surface level, which is far more cost effective and less dangerous than the elevated position on the side of the alternative in tall buildings. This makes it much easier to inspect, manage and achieve building and front tolerances during the manufacturing phase, not during the assembly phase. The structural frame segments or their column elements can be increased in size as the building height and (5) load bearing requirements increase. The components are sized to fit the position of their 2010 2010 503 within the structure so that the building unit assembly located on the building base can have a larger column element attached thereto than the top. However, the building unit can remain unchanged as it is designed to support only itself. The building unit transfers lateral loads through the walls, roof and floor panels to the stability or pull-up elements. These stability elements can be in the form of other units that are placed in opposite directions to the main body block of the unit. It can be a framed core in a selected unit, or a conventional concrete or steel frame core system, depending on the height of the building. The vertical load within the building unit is transferred through its side walls to the structural frame segments to which it is attached. A building unit that presents its most basic form can be viewed as a box of frames that are supported at four points at the beginning. The structural system is lightweight and resistant to wind and earthquake loads. It can also withstand the weather so that it can be transported and erected, while internal components cannot be damaged by water. Since all the columns are located outside the unit spring in the column area of 1〇〇1111][1 to 15〇111111, the interior of the building unit is not affected by structural elements. Up to 50 floors, this area remains the same regardless of the height of the building. This is achieved by maintaining the column width while increasing column depth and strength. For partial structures, typically low-rise to mid-rise structures, partial building units can be rotated vertically for the general direction of other building units to eliminate lateral loads. It will be decided by the layout of the building. Alternatively, the weight of the unit can be stabilized by the use of heavier frames and/or struts of additional walls, or the introduction of additional components to match the load conditions of each particular building or site. Lifts and stairs can also be framed to receive lateral loads. Elevator 29 201022503 and stairs can be incorporated into a building unit assembly or constructed separately. For higher structures over the 12 to 15 level, a more conventional draw system utilizing an in situ concrete core would be an advantageous approach. If an in situ concrete core is used as the primary draw element, the core will be partially or completely constructed prior to installation of the fabricated building unit assembly. For tall buildings, it may be necessary to introduce concrete or steel transfer structures at locations where practicability and economics are required, or with modified load or pull requirements as determined by the design of the building and site conditions. This in effect breaks down a tall building into two or more unit stacks carried by concrete on a steel core structure. If a concrete core is utilized, the concrete core can also serve as a support element by using a transfer structure that transfers the vertical load back to the core, so that the size of the structural frame segment connected to the building unit is reduced, thereby making the building effective. Zoom out to a series of smaller structures. For example, a two-story building can incorporate three transfer structures to reduce the effective height for structural frame segmentation to the effective height required for a five-story building. The transfer structure can be connected to the structure of the total cost of the building unit, so that the transfer structure will be assembled with the building unit assembly. Alternatively, depending on the environment, the transfer structure can be configured as a separate steel or concrete structure. The building unit assembly as described above may have dimensions that vary depending on requirements and shipping restrictions. However, in general, each building unit assembly will have a width of, for example, 2 m to 5 m, a length from 1 〇 m to 28 m, and a south degree from 2.7 m to 3.3 m. 30 201022503 : Step-by-step understanding In the building, buildings of different sizes and shapes can be configured to create the floor plan area required for the effective space of the building. An opening may be formed in the side wall of the building unit for use in doors, windows, and the like. Corridors and balconies can also be added. Fig. 1 shows a schematic view of a building single 7L assembly 2 constructed in accordance with an embodiment of the present invention. The building unit assembly 2 includes a drug unit. The building unit includes two side walls 4 and 6, a floor 8 and a roof 1

It is attached to the hidden components 14, 16, and the form of the financial (four) structural framework. In the non-configuration, endpoints 12 and 14 are open but can be turned off as required. As described in more detail below, the side walls 4 and 6, the floor 8 and the roof are constructed in a strong configuration so that the building unit assembly 2 is self-supporting during transport and ascent. It is also capable of withstanding the loads imposed on it during use, such as internal fittings and live loads. As described in more detail below, the building unit assembly 2 can be manufactured in a building where unit 2 is to be erected in a remote location (e.g., in a factory of other production facilities). The way in which building unit assemblies are manufactured from industrial products is inherently cost effective and time consuming and achieves better manufacturing tolerances in the finished unit. In the illustrated configuration, the building unit assembly 2 has four column elements 16, 18, 20 and 22 connected to the side walls, elements 16 and 18 are connected to the side walls 4 and elements 20 and 22 are connected to the side walls 6. As described below, the structural frame segments function to provide mounting points for the building unit assembly 2 and also support vertical loads when the building unit assemblies are stacked on top of each other. Elements 16, 18, 20, and 22 include respective lower mounting members 24 and respective upper slabs 31 201022503 $ σ Ρ 26 . The upper mounting member 26 can form an attachment point for use in the lift and lift phases during the shipping and construction phases. Also, members 24 and 26 can be used to join adjacent building unit assemblies 2 in a completed building, as described in more detail below. The building unit 2 itself can be constructed from a variety of different materials. Fig. 2 shows a schematic representation in which the side walls 4 and 6 and the roof 1G are arranged in a wood frame type containing a slab. Figure 23 shows an alternative configuration. The medium unit 2 has a steel frame type and a side wall and a roof which are stretched, and the floor 8 is made of a contoured steel plate. The second <:: diagram shows an alternative configuration, where the side walls and roof are in the form of a framed bracket having contoured steel struts for side walls and roofing and flooring. Figure 2D shows an alternative configuration in which the building units have side walls, floors and roofs that are all made of contoured steel sheets. Figure 2E shows an alternative configuration where the building units are made of fiberglass reinforced concrete (GRC)

Or other composite panels are formed, the floor 8 having a contoured steel sheet, GRC or composite construction. - β Figure 3 is a schematic plan view showing two building unit assemblies 2 VIII and 2 配置 arranged adjacent to each other. As can be seen in Figure 3, the structural frame segments 16 and 18 on the side wall 4 are offset relative to the position of the structural frame segments 2 and 22 on the side wall 6. This configuration allows the structural frame segments to be placed adjacent to one another in the final mounting position of the building unit assembly 2Α and 2Β, as shown in Figure 3. It will be appreciated that as shown in Figure 3, there is a gap 28 between adjacent side walls 4 and 6 of the assembled building unit. The gap or column region 28 is defined by the width of the column 32 201022503 and provides space to accommodate the (four) straight structural support. In addition, the column area can also help to sound insulation and insulation between adjacent units. The upper and lower mounting members 24 and 26 are schematically shown in the first (1) diagram. As described in more detail, the upper mounting component may be of a different type than the lower mounting component. Several embodiments are described in more detail below. It will be appreciated that similar units can be stacked in different arrays as required. The unit may also be arranged such that its end points are adjacent to each other, and in this example, the structural frame segments (not shown) of Figures 3A and 3B will be placed on the end wall (10), so that it can be 3A and A similar approach as shown by 3B|® causes the unit to present an end-to-end (not juxtaposed) connection because the mounting components and % protrude above the floor 8 and the roof, respectively, and (4) the straight building unit A gap is created between them, and these effects have similar functions in terms of improved fire rating, different levels of the building, and between sound and insulation. Mounting members 24 and 26 are used to interconnect adjacent building unit assemblies, and the combination of self-supporting building units and interconnected structural frame segments preferably constitutes the unique architecture of the building. Depending on the layout of the building unit, the height of the building and the relevant site conditions, additional stability or tensioning elements can be added. The building unit 2 shown in Figs. 1 to 3 has a rectangular shape in plan view. Figures 4B, C and D show three of the many alternative planogram shapes used by the unit. More specifically, FIG. 4B shows a unit having a plan view of a trapezoid; FIG. 4C shows a unit having a wedge-shaped (or trapezoidal) plan view shape; and FIG. 4C shows a line having three orthogonal linear sides 33. 201022503 and the unit on the side of the curve. It may also have other shapes. For example, the unit can be interconnected in a similar manner to that shown in Figures 2 and 3. The building unit assembly 2 can be stacked in different ways to form buildings of different shapes. Fig. 5A diagrammatically shows four cells 201, 202, 203, 204 stacked on top of each other to form a four-story building. The first touch map shows that there is a single pair to form a four-level building 各 of each level, wherein the pair 203 on the third level is substantially orthogonally rotated for the levels i, 2, and 4 to provide - A cantilever configuration for units 2.3 and 24 relative to the unit below it. Figure 5C shows a four-story building 38 having two banks of wedge-shaped elements 4 and 42. The two banks of the wedge-shaped units 40 and 42 have different lengths from a central bank 44 of four. The rectangular single-it central bank 44 - presents an offset installation to create a more complex shaped building. Figure 5 shows a building 46 having a central bank 48 of a rectangular building unit assembly, the central bank 48 being flanked by the banks of the lateral units 5 and 52, such as 50.4 and 50.5. The upper unit has a circular arc-shaped end point to create a building with a curved appearance. Fig. 5E shows a five-story building Μ, which is composed of a bank of cells having a shape of a trapezoidal plan view. Figure 5F shows a building 55 in which there are six bank stacks 57.1 to 57.6 in side-by-side stacked building units and two bank stacks 59.1 and 59.2 in end-to-end stacking. The combination of the banks in the orthogonal direction provides the pull for the building. Figure 5G shows another building 61 having three bank stacks of building unit assemblies 61", 61 2, 61 3 arranged in such a way that each bank is orthogonal to its 34 201022503. The unit is directional and provides an innate pull. Figure 6 is a diagram showing a twenty-story building 56 having a central concrete core%. The core 58 will typically include a lift shaft in a general manner. The hierarchy of the building is constructed from building unit assemblies that are manufactured off-site and elevated to the location. In tall buildings of this size, the core 58 contributes to the bracing of the building. In the illustrated configuration, building 56 includes two transfer structures 6〇, 62, and 64 supported by core 58. The transfer structure can be formed from reinforced concrete or steel structures that are connected to the core. The main function of the transfer structures 6〇, 62 and 64 is to transfer the vertical load from the five levels of the building unit assembly stacked on it to the core, so that the overall vertical load of the building does not have to be transferred through the different building units below. The structural framework is divided into two parts. In this manner, the dimensions of the structural frame segments need not be so large that the overall vertical load of the building is supported by the lowest structural frame segments in the structure. However, the initial calculations have surprisingly shown that for buildings of up to 5 ft. height, there is no need to utilize a transfer structure as described above. The calculation results also show that the gap between the building units or the column area 28 can be kept constant throughout the building' and the grade or material strength, wall thickness, depth of the column elements of the structural frame segment can be changed by Provide sufficient strength in the location within the overall building. Table 1 below is a summary of typical values of axial compression applied to a structural pivot segment as a function of height in a building. The table includes information on the column dimensions with different widths as shown. In Table 1, the “floor” column refers to the number of floors that the unit will occupy from the top of the building to occupy 35 201022503. Floor 1 is the top floor, and in the 50 floor building, floor 50 is the bottom. The "Axial Compression" column series shows the loads on the various columns of a building unit assembly on this floor. "Column size, cross-sectional dimension of the barrier column and l〇〇mm, 125] 11111 and 15 〇 111111 column width are used to support the wall thickness required for the identified load. For rectangular columns, in mm The number provides the width X depth dimension and provides the wall thickness in centimeters. For a square column 'only a single wide wall column length and thickness is shown. If four measurements are provided, this represents the dimension of one of the column elements formed by an I beam Thus, 125x250x40x25 means the use of an I-beam with a total width of 125 mm along its end flange and a width of 250 mm along its central axis. The end flange is 40 mm thick and the central web is 25 mm thick. The last column group of "energy" refers to the load energy of RHS and SHS having the size specified in the column "column size" when the mounting member made of 450 MPa steel and used in combination with 350 MPa steel.

36 201022503 Floor axial compression (kN per column) Column size column capacity (SHS/RHS=450MPa, plate=350MPa> 100寛125 width 150 width 100 width 125 width 150 width 1. 90 100x9 125x6 150x6 100x9 SHS=571kN 125x6 SHS =750kN 150x6 SHS=1060kN 2. 181 100x9 125x6 150x6 3. 271 100x9 125x6 150x6 4. 362 100x9 125x6 150x6 5. 452 100x9 125x6 150x6 6. 543 100x9 125x6 150x6 7. 633 150x100x10 125x6 150x6 150x100x10 RHS=877kN 8. 723 150x100x10 125x6 150x6 9. 814 150x100x10 125x10 150x6 125x10 SHS=ll20kN 10. 904 200x100x10 125x10 150x6 200x100x10 RHS=1140kN 1). 995 200x100x10 125x10 150x6 12. 1085 200x100x10 125x10 150x10 150xl0SHS=164 OkN 13. 1176 100x200x25x12 125x200x25x12 150x10 100x200x25x12 =1750kN 125x200x25x12 = 2350kN 14. 1266 100x200x25x12 125x200x25x12 150x10 15. 1356 100x200x25x12 125x200x25x12 150x10 16. 1447 100x200x25x12 125x200x25x12 150x10 17. 1537 100x200x25x12 125x200x25x12 150x10 18. 1628 100x200x25x12 125x200x25x12 150x10 19. 1718 100x200x25 x12 125x200x25x12 150x250x10 150x250xl0RHS = 2360kN 20. 1809 100x300x25x25 125x200x25x12 150x250x10 100x300x25x25 = 2660kN 21. 1899 100x300x25x25 125x200x25x12 150x250x10 22. 1990 100x300x25x25 125x200x25x12 150x250x10 23. 2080 100x300x25x12 125x200x25x12 150x250x10 24. 2170 100x300x25x25 125x200x25x12 150x250x10 25. 2261 100x300x25x12 125x200x25x12 150x250x10 26. 2351 100x300x25x25 125x200x40x16 150x250x10 125x200x40x16 = 3250kN 27. 2442 100x300x25x25 125x200x40x16 150x250x16 100x350x25x25 = 3090kN 150x250xl6RHS = 3440kN 28. 2532 100x300x25x25 125x200x40x16 150x250x16 29. 2623 100x300x25x25 125x200x40x16 150x250x16 30. 2713 100x350x25x25 125x200x40x16 150x250x16 31. 2803 100x350x25x25 125x200x40x16 150x250x16 32. 2894 100x350x25x25 125x200x40x16 150x250x16 33. 2984 100x350x25x25 125x200x40x16 150x250x16 34. 3075 100x350x25x25 125x200x40x16 150x250x16 35. 3165 100x400x25x25 125x200x40x16 150x250x16 100x400x25x25 =35I0kN 36. 3256 100x400x25x25 125x250x40x25 150x250x16 125x250x40x25 = 4080kN 37. 3346 100x400x25x25 125x250x40x25 150x250x16 38. 3436 100x400x25x25 125x250x40x25 150x250x16 39. 3527 125x250x40x25 150x250x40x25 150x250x40x25 = 5040kN 40. 3617 125x250x40x25 150x250x40x25 41. 3708 125x250x40x25 150x250x40x25 125x300x40x25 = 4370kN 42. 3798 125x250x40x25 150x250x40x25 43. 3889 125x250x40x25 150x250x40x25 44 . 3979 125x250x40x25 150x250x40x25 45. 4069 125x250x40x25 150x250x40x25 46. 4160 125x300x40x25 150x250x40x25 125x300x40x25 = 4870kN 47. 4250 125x300x40x25 150x250x40x25 48. 4341 125x300x40x25 150x250x40x25 49. 4431 125x300x40x25 150x250x40x25 50. 4522 125x300x40x25 150x250x40x25 37 201022503 as can be seen in table 1, in the building At lower levels, the load energy 4 of the column elements will be greater in the building unit assembly because it needs to absorb or transfer a more vertical load in the south. Conversely, this means that the higher class can use less robust column members to avoid unnecessary weight and cost on the top of the building. For the sake of convenience, the hierarchical groups in the building can be provided with columns of the same strength, rather than having different columns in each class. As shown in the table, a relative increase in strength is provided by increasing the column size or wall thickness at the lower level.

The column member can be in the form of a reinforced concrete column that is strongly attached to the side wall of the building unit. Or 'which may include steel column elements that are bolted or welded to the side walls. Other materials can also be used. Table 1 assumes that a single column element is used in each structural frame segment, but more than one can be used. In this case, a component can be made to balance the load of pa1 of the multi-column 7L piece. This load sharing can be performed by a mounting member attached thereto or by a dedicated structure separated by - for example, a tension member between the multiple columns S. Part of the case, the structural framework segment may include

- The wide column - such as - blade column or even - wall to cut the required vertical load. The mechanism used in the example will be similar to the narrow column element described in the preferred embodiment. Knowing this elasticity, the vertical alignment of 祀 should be considered extensively, that is, the vertical alignment is only sufficient to transfer the vertical load to the U (degree) of 2 (4) (10). For example, for a narrow structural frame segment L with a small magical component, it is necessary to (4) be tightly self-contained so that the vertical load from the upper structural frame segment can be properly supported by the lower structural frame segment. "When the wall-shaped structural frame is persuaded 38 201022503 - columnar structural frame segments (or several columnar structural frame segments), the degree of vertical alignment (in the direction along the column gap) is not Too precise, as long as the vertical load can be transferred. Figure 7A is a schematic isometric view of a group of five classes 70, 72, 74, 76 and 78 which can form a building as shown in Figure 6. Part of the object 56. The orientation of the building unit 2 used to form the levels 70, 72, ..., 78 may vary depending on the requirements. Figure 7B shows a building 63 having a central core 58 but presenting the building One of the banks of the object unit assembly is configured differently. The building unit is configured to surround the core 58. Figure 7C shows another building 65, which is again made of the bank of the building unit but at this time by one side The side core 67 is stretched. Figure 8 shows a building 8 with a distributed service piece configuration instead of the central core 58 of the configuration shown in Figures 6 and 7. In this configuration, the building has eight Levels 82, 84, 86, 88, and 90, components used to construct a distributed service component configuration can be constructed for use In a building unit of different classes. In the illustrated configuration, there is a lift core 98, two ladder wells 1〇〇 and 1〇2, and a conduit core 104. These components are separated from one another and utilize heavier structural components. Because the vertical ducts are distributed over a wider area than in the case of a single central configuration as shown in the plan view, these service parts are configured to increase the overall stability of the building. Figure 9 is a multi-floor A schematic side view of a building in which classes 1 to 5 are made of building unit assemblies numbered 112; levels 6 to 10 are numbered 114, and levels 丨丨 to ^ are numbered 116; and levels 16 to 2〇 is labeled as number 118. Depending on the height of the building, the structural frame segments associated with the building 39 201022503 in different strata groups increase the load bearing energy towards the bottom. The zone is ideally kept constant at the overall height of the building so that the maximum column width is fixed. Therefore, in order to accommodate the increased load closer to the bottom of the building, the columns 120, 122 and 124 are at the bottom. Deeper than the top (longitudinal). In this configuration, a first group 112 of the hierarchy will have a column of the first larger size, while a second group of layers such as 114 will have a column of the second smaller size. Continue this trend along the building. Table 1 shows the progress of increasing the column size down a building (preferably in a grouping/stage mode). This allows all units regardless of the building. How the height maintains a constant width. Figure 10 is a perspective view of a building 130 having 20 levels, showing only four groups of four groups 132, 134, 136, 138 and 140 and a central core 142 for simplicity. As shown in FIG. 11A, the hierarchy 132 is comprised of a first bank of three building units 132A, 132B, and 132C and a second bank of three building units 132D, 132E, and 132F. The hierarchy 132 includes two other building units 132G and 132H oriented at 90° relative to other building units, as shown in Figure 11A. Figures 11B, 11C, 11D and 11E show a similar configuration of the building units therein. Different building unit assemblies do not have a fixed installation sequence in the building, depending on site parameters and building design. Figure 12 is a more detailed schematic diagram of the hierarchy 132 of the building 130. It can be seen that the structural frame segments of building unit assemblies 132A, 132B, 132C and building unit assemblies 132D, 132E, and 132F are interconnected to one another in a manner similar to that shown in FIG. The inner ends of the building unit assemblies 132A, 132C, 132D, and 132F include end structural frame segments 150 that cooperate with complementary structural frame segments of adjacent building unit assemblies 132G and 132H 40 201022503 and 152. In the case of building unit assemblies 132Β and 132Ε, the end structural frame segments 150 and 152 are bolted directly to the mounting plates 154, 156, 158 and 160, and the mounting plates 154, 156, 158 and 160 are cast to the core 142. Connect internally or otherwise, as shown. Figure 12 also shows a schematic representation of the front side of the building 130 provided by the front side elements. In particular, the end face element 162 is coupled to each of the building unit assemblies 132A-132F. Side front members 164 are coupled to the outside of building unit assemblies 132A, 132C, 132D, and 132F. The side front members 164 are connected to the structural frame segments 16, 18, 20 and 22' of these building unit assemblies as shown. End face front components (not shown) are connected to the end points of building unit assemblies 132G and 132H. The side front members 166 are coupled to the sides of the building unit assemblies 132G and 132H via structural frame segments 168, as shown. The end face members 162 can be load supported and integrated into the building unit. Depending on the structural requirements of the building, steel and/or reinforced concrete may be utilized as a feature structure and a puff structure. The front elements can be solid or hollow to allow for a large amount of concrete filling or field joining of the concrete elements. A large rigid shear wall composed of frontal elements can be provided. % tables, poles and screens can be added to the front as needed. The frontal elements can include non-structural wraps such as different metal panels, wood, terracotta, glass, and the like. Figure 13A is a schematic view of a floor plan of an apartment building 69 with ten apartments in each class. The building has a distributed core configuration that is somewhat similar to that shown in Figure 8 and includes two ladder wells 71 and 73 and two lift wells 75 and 77. As shown in Figures 13B and C, each individual apartment is formed by two adjacent building units 72.ι&72.2, 72.1&72.2 of the room required to provide the apartment with 41 201022503. In this configuration, the ladder wells 71 and 73 are built in the building unit. Figures 13D and E show the layout of alternative apartments using three and two building units, respectively. Figures 14A through B show two levels of a hotel building 79 having fourteen rooms on the lower level 81 (Fig. 14A) and twelve rooms on the upper level 83 (Fig. 14B). In this general configuration, the lift well 91 forms a side core similar to the side core 67 of Figure 7c, and the ladder wells 87 and 89 are internal, _ similar to the configuration of Figure 8. Basically, in this configuration, as shown in Fig. 14C, a single building unit 93 is used for each room in a hotel building. In this configuration, the lift and the well are constructed separately, rather than being part of the building unit. This contributes to the tension and stability of the building. Figures 15A and B show a hybrid use of building 85 with office space in the lower strata of the building and residential dwellings in the higher strata. Figure 15A shows a typical floor plan for a residential home with different building units. Building units having similar or different shapes can be used at lower levels as commercial office spaces. As described above, the building unit 2 can be partially or substantially completely fitted according to the requirements of the completed building. As described in the previous prior art document, since similar techniques have been used in low-rise structures, there is no need to detail techniques for configuring different wire-forming units to form a flat Φ map. Other techniques such as biting, and can be utilized by conventional techniques or similar techniques of the prior art. Construction damage and / or the construction of the table. For example, use this side 42 201022503 The footing of any building will have a footing of a customary approach to suit the site conditions and building height. However, as the weight of the building constructed in accordance with the present invention is reduced, the size and energy of the footing will be reduced and thus less expensive than conventionally constructed concrete structures. Because this type of construction is most suitable. - The transfer hierarchy can be formed at the top level of the parking lot to transfer the load from the unit to the parking structure as needed. Use this

Mode 2 achieves the most economical and efficient layout of structural components. A single roof can be made - a separate frame section and lifted up to the position on the topmost rafter and connected in the same way as the connection between the units. It has a short root column 'which is aligned with the structural frame segment below, steel: ^ steel parallel chair strip. - A chest wall is formed around the periphery of each unit, and thereafter, the unit size section of the unit is discharged to form an integral roof. The surface of the installation is presented. The cover is raised to all the chest walls so that the steel between the units can be covered with a gutter and rainproof. ==: The pavement is provided with a cool plate and - Waterproof film with clearing. Additional items such as roofing materials, wood: decking, etc. are added to the house. Plant platforms and walkways can be added as needed. In the roof of the 2nd and 3rd roofs, the suspension pipe from the gutter or the external surface connected to the object is drained. The suspension pipe will be summarized in the manner of being positioned in the building to the ceiling of the membrane of the ceiling drain of the membrane of the same outlet, the drainage effect. Balcony drains are often aligned with the roof. Each back CT is used to connect the roof exit and the balcony row 43 201022503 Single suspension tube for water. The service member and the mating member can be included in each unit and can be fitted from the attachment and the fitting to a central point suitable for attachment after installation. It is possible to carry out the installation of main vertical parts (water, gas, waste water, etc.) and cables (electricity, telephone and data, etc.) on site. Establish factory equipment in much the same way as in the building. The type of plant depends on the size of the building, the type of service that is available or required, and the availability. Figure 16 shows in more detail the structure of one embodiment of a building unit assembly 2 and a novel connection assembly for interconnecting different units. Broadly speaking, the construction of the building unit assembly follows a process of constructing a self-supporting unit followed by attaching one or more support columns to its exterior. In the illustrated configuration, the side wall 6 is formed from a profiled steel sheet 179 similar to the user of the shipping container. In general, the sheet has a thickness of, for example, 16 mm and a single piece is used for the integral wall, which may have a length of, for example, 27 mm and a length of between 10 m and 20 m. The side wall 6 includes an upper rail 18 〇 which is welded to the top edge of the contoured wall sheet 179. In general, the rail "o is 60x60 mm and has a wall thickness of, for example, 3 mm. The side wall 6 also includes a bottom rail 182 having a generally C-shaped profile including a lower flange 183 and a wider upper flange 185. The wider upper flange 185 is welded to the bottom edge of the sheet 179. The center web 182 has a central web depth of typically 160 mm and the material has a thickness such as a bowl of melon. The floor 8 can be made up of a plurality of sides between the side walls 6. A steel parallel bar 184 extending transversely across the building and disposed at a center of 400 mm is formed. The parallel end of the end 44 4422 22503 is welded or bolted to the central web of the bottom rail 182 of the side wall 6, as shown. A splint floor member 186 that is mounted to the parallel tree strip 184 by screws or the like is included. The roof 10 is constructed of a contoured steel sheet 186 that can be the same as the user of the side wall 6. The roof further includes a roof rail 188, roof The rail 188 is in the illustrated configuration an L-shaped passageway, for example 55 x 55 mm having a wall thickness of 6 mm. The roof rail 188 can be glued or bolted to the upper rail 180 of the side wall 6. The other side walls 4 of the building unit 2 have similar constructions. Without description. Sidewall 4 The components with 6 and the floor and roofs 8 and 10 define a box-like structure capable of supporting the building unit of its own weight and the live load applied thereto in use. In the illustrated configuration, the inner side wall liner is fire rated. A double layer of gypsum boards 190 and 192 is attached to the inside of the sheet 179 by upper and lower gussets 194 and 196. Similarly, the roof lining is provided with two gypsum boards 198 and 200, which are secured by a ceiling. The panel 202 is attached to the inner face of the panel 186. The double layer of gypsum board together with the space between the gypsum board and the contoured sheet 179 and the panel 186 enhances the fire rating and sound insulation of the building unit itself and between. The column element 22 and the lower and upper mounting blocks 24 and 26 are shown. In the illustrated configuration, the column element 22 is formed from a square cross-section steel beam, for example 100 x 100 mm and having a wall thickness of, for example, 9 mm. The upper end 2〇 is directly fused to The upper rail 180 of the side wall 6. The top of the post member 22 is welded to the upper mounting block 26, while the bottom portion of the post member 22 is welded to the lower mounting block 24. In the illustrated configuration, the lower mounting block 24 is slightly larger than the upper block 26. Wider and its inner side extends to the inside of the passage The bottom rail 182 of the side wall 6 is formed and welded thereto. This completes the connection of the column element 22 and the mounting blocks 24 and 26 to the side wall 6. The building unit assembly of its 45 201022503 is similar to the column elements 16, 18 and 20 The way is connected without description.

A stress reduction step can advantageously be performed prior to attaching the structural frame segments 22. For example, when the unit is constructed in a slick or by clamping, the stress reduction step will typically include the clamping force applied by the clamp or clamp. For a unit having a fused metal construction, this may include, for example, cooling to dissipate any thermal stress in the metal. In this way, the box-like unit or unitary structure relaxes into its natural shape, which may include deformation or deviation from its designed shape. Column element 22 can then be attached as described at b = . In this way, since the column elements are not subject to the accuracy of the unit cell construction, the column elements can be placed for the original design). In general, the mounting components used to attach the post member 22 to the unit have sufficient tolerance to accept deviations from the unit. As described above, this depletion of the building unit and the structural frame section of the building unit assembly improves the ease of manufacture because only the building unit assembly (four) which is to be accurately listened to (four) is accurately toleranced.

to make. For example, the building single reading (10) is made of other tolerances of the rest of the ship. Because of the placement accuracy of the structural frame segments, they (or their points) can be used as a fitting inside the unit and as a fit for any front side (10). That is not to use the wall of the (four) object unit to guide the fitting or the front side, because it can be straight or vertical, taking a reference from the structural wire segment η. For this purpose, the measurement system forms a data point (for example, the point on the inner side wall of the column is taken and transferred to the interior of the self-cutting unit. The reference point can then be transferred from the reference point to the internal fitting measurement. Also know the possibility 46 201022503 These reference points are needed. Figures 17 through 20 illustrate in more detail one of the first mounting components in the form of the lower mounting block 24. The mounting block is generally presented in the form of a hollow cube with an open end, as shown in Figure 17 More specifically, the block has a top wall 210, a bottom wall 212, and side walls 214 and 216. The block has inner and outer open sides 218 and 220. The top and bottom walls 210 and 212 include aligned holes 222. And 224, which are offset toward the outer open side 220, as best shown in Fig. 18. The block 24 typically has a width of, for example, 165 mm, such as a height of 160 and a length of, for example, 160 mm. It is preferably made of structural steel. And the side walls have a thickness of, for example, 16 mm, and the top and bottom walls 210 and 212 have a thickness of 20 mm. The figures 21 to 24 show the structure for the upper mounting block 26. The block 26 is again a substantially cubic hollow body. It has a top wall 230, bottom wall 232 and side walls 234 and 236. It also has open side walls 238 and 240. Side walls 234 and 236 include aligned apertures 242 and 244 that are generally disposed in the center of the side wall. Base wall 232 includes a generalized central portion thereof. The opening 246. The top wall 230 includes a larger push-out opening 248. The opening 248 is generally rectangular but has curved corners. The push-pull system is about 10 degrees wider than the opening 248 of the upper surface of the top wall 230. As shown, in the illustrated configuration, the upper mounting block 26 has a height of about 195 mm, such as a width of 120 mm and a depth of 160 mm. The block is made of structural grade steel, and the sidewalls 234 and 236 have a wall thickness of, for example, 16 mm. The bottom wall 232 has a wall thickness of 20 mm and the top wall 230 has a wall thickness of 40 mm. Figures 25, 26 and 27 show how a pair of lower adjacent building unit assemblies 2A and 2B are connected to a pair of upper adjacent Sections of building unit assemblies 2C and 2D 47 201022503. As seen from Fig. 25, the lower mounting block 24A of the upper unit 2C is directly mounted on the upper mounting block 26A of the lower building unit assembly 2A. More specifically, the bottom wall 212C of the upper building unit assembly 2C is Directly supported on the top wall 230A of the lower unit. It will also be seen that the column elements 22A and 22C are aligned with one another. A similar configuration occurs in other arrangements in which the mounting blocks of the two building unit assemblies 2a and 2c are joined to each other. In this manner, the overall vertical load of the upper building unit assembly 2C is transferred to the lower building unit assembly 2A via the mounting block and into the column elements.

Figure 26 is a view similar to Figure 25, with the difference that it shows the locations of some of the components of the building unit assemblies 2B and 2C that are placed next to the building unit assemblies 2A and 2C. More specifically, Fig. 26 shows the locations of the structural frame segments 16B and 16D and shows the locations of the mounting blocks 26B and 24D.

In the illustrated configuration, there are three types of connections, which will be referred to as type 1 connection 250 'type 2 connection 252 and type 3 connection 254 for convenience (generally, type 丨 connection 25〇 as shown in Fig. 28) To merge the upper mounting block of the lowermost building unit assembly into the lower mounting block of the uppermost unit. In the illustrated configuration, the upper mounting block 26a is connected to the lower mounting block by the type-connection 25 24C 'As shown, the upper t-block 26C is connected to the next vertically adjacent mounting block by the type-connection 25. The type 2 connection 252 is used to connect and merge as shown in the 29th®. Adjacent upper mounting block 26. In the illustrated configuration, a type 2 connection 252 is used to connect the upper mounting blocks 26A and 26B. Similarly, the blocks 26C and 26D are joined and mounted. - Type 2 connection 252 Used to connect 48 201022503 Type 3 connection 254 is used to connect the adjacent units vertically as shown in Fig. 30. Since the inside of the block 24 cannot be closely connected, the type 1 connection 250 cannot be used, as described below. Type 3 connection is a 4 series including a long open v connection, The elongated connecting rod extends from the upper mounting area 26 of a building unit assembly to the upper mounting block 26 of the next vertically adjacent unit. Figure 28 shows in more detail a type of si connection 25〇. Type 丨 connection 25〇 The system includes a bolt 260 having a rectangular head 262 including a push-like side φ as shown. The connection includes a push-like spacer 264 having a cubic shape but having a push The pull-out side is complementary to the shape of the opening 248 in the top wall 230 of the upper mounting block 26. The push-like spacer 264 includes a central aperture 265 for the shaft of the bolt 260 to pass through. The connection includes a washer 266 and Nut 268. As seen in Fig. 25, the lower and upper mounting 'blocks 24 and 26 expose their open side walls 218A and 238C to allow construction workers to access the interior of the block. The upper building unit assembly 2 (: Before being placed on the lower building unit assembly 2A, the 'push-like spacer 264 is first disposed in the opening 248. The building unit assembly 2C can then be lowered into position and the shaft of the bolt 260 can be introduced through The aperture 265 of the spacer 264 then passes under The opening 246 in the bottom wall 23 2 of the women's block 24. The construction worker can then place the collar 266 and the nut 268 on the shaft of the bolt 260 and tighten the nut through the open side wall of the lower mounting block 24. The proximity effect is obtained by 218. The complementary pushing of the spacer 264 and the opening 248 ensures that the bolt shaft is properly centered to provide proper alignment between the upper and lower building unit assemblies. Figure 31 is shown graphically. The position of the head 262 of the bolt of a type 1 connection 250 before the upper building unit assembly is lowered into position. It will be seen that the push-like sides 49 201022503 of the head 262 are generally aligned with the push-like spacers 264. After the uppermost unit is lowered into position, head 262 can then be rotated 90. It is brought to a position as shown in Fig. 28, which is supported in this position against the bottom side of the top wall 23A of the top mounting block 26. Figure 29 is a schematic representation of a type 2 connection 252 between adjacent upper mounting blocks 26A and mb. The connection includes a bolt 27' nut 272 and a washer 274. It can be seen that the side walls 236A and 234B are adjacent to one another and their respective openings 244A and 242B are also aligned. The shaft of the bolt 270 can pass through the aligned opening to allow the operator to subsequently install the washer 274 and tighten the nut 272. The proximity of the interior of mounting blocks 26A and 26B is via their open sidewalls 238A and 238B. Figure 30 is a graphical representation showing a type 3 connection 254 for vertically connecting merged building unit assemblies 2B and 2D. Type 3 connection 254 includes an elongated rod 271 and a head 273. Head 273 generally presents a cube having a push-like side and presents a similar shape to head 262. The connection includes a push-like spacer 275 that is substantially complementary in shape to the push-out opening 248B of the upper mounting block 26B. The push-like spacer 275 includes a central aperture 276 for the rod 271 to pass through. The upper end of the rod 271 is threaded to receive a washer 278 and a nut 28 thereof. In the illustrated configuration, the head 271 is engaged with the bottom side of the top wall 23A of the mounting block 26B. The shaft of the rod 271 extends through the openings 222D and 224D of the mounting block 24D through the structural frame section 16D such that the free end thereof is seated in the upper mounting block 26D as shown. Figure 32 shows the position of head 271 of type 3 connection 254 when lowered into position. After the topmost building unit assembly 2 is lowered into position, the head 273 can be rotated 90. It is again engaged with the bottom 50 of the top wall of the mounting block 26β 201022503 ϋ. The alignment of the spacer and the head is aligned to facilitate alignment of the unit during assembly 3 and fastening. The building guard can then tighten the nut 280 to securely interconnect the building unit assemblies 2B and 2D. Normally, the building unit assembly can be lifted using a spreader comprising hooks or other fastening components, and the hook or other fastening component can be attached to the four mountings of the building unit assembly. Block 26. This type of connection can be similar to the lift and transport user of a freight container. Referring now to the 27th®, the towel shows a side view of the connection of one of the M (4) building unit assemblies 1 A, 2B and a pair of adjacent building unit assemblies 2 (: and 21). This configuration includes all three connections (type 丨, type 2, and type 3) to connect single 702 eight, 28, 2 (:, 2 〇, and is assembled in the _ assembly as follows: Table unit assembly 2C installation A vertical connection is made on the building unit assembly 2a and by type 1 connection 250. It is then lowered into the position of the building unit assembly 2B adjacent to the building unit assembly 2, and is connected 252 using type 2. A horizontal connection is produced. Once the building unit assembly 2B has been lowered into position, the interior of the blocks 26A and 26B can no longer be accessed, so that the manufacturer cannot place a type 1 connected component therein. For this, a type 3 connection is required. Figure 33 is a diagrammatic side view showing a four-story building 280 including a plurality of building unit assemblies of the foregoing type. As shown, the units are interconnected using Types 1, 2 and 3 connections 250, 252 and 254. The drawing shows the preferred assembly sequence of different building units in the building 280 in large bold numbers. The exact order of the units depends on the site and the lifting conditions, but generally in the diagonal direction. In the picture, building Including a foundation 282 containing a mounting plate, a type 1 connection 250 is coupled to the foundation 282 to securely secure the building 51 201022503 to the foundation. Figures 34 through 51 show an alternative set of Anton components that can be used in the present invention. Therefore, the 'supporting block is not used, and each column is fitted to a connecting plate for fixing adjacent building unit assemblies together as follows. Now refer to the lower and upper connections as described in Figures 34 to 51. Another embodiment of the plates 24 and 26. In the description of the text, the lower connecting plate is generally designated as number 24. However, in a preferred form of the invention, there are two types of lower connecting plates. The first lower connecting plate 206 is illustrated. The figures are shown in Figures 34, 35 and 36. It basically comprises a rectangular steel plate 21〇 having a nominal thickness of, for example, 25 mm, but the thickness can be varied as required. In the illustrated configuration, the length of the plate is 290 mm and the width is 145 mm. These dimensions may vary depending on the requirements. The bottom side of the plate 21A is a push-like protrusion 211. The protrusion 211 may be fixed to the plate 21 by welding or the like. In the illustrated configuration, the protrusion 211 is roughly cubic shape and has 2 Mm depth, about 91 mm length and about 53 mm width. Pushing on each side is about 2.5 mm or about 5° to 10° in total. The corners of the protrusions are preferably arc-shaped and have a range of 5 mm to 15 mm. The radius of curvature. The plate 210 includes first, second and third apertures 212, 213 and 214. The aperture 212 has a larger diameter than the other apertures and is situated on the central longitudinal axis. It is preferably 32 mm in diameter. The apertures 213 and 214 are The protrusions 211 and one of the plate end points are generally symmetrically aligned. The apertures 213 and 214 are preferably 26 mm in diameter. Figures 36 and 37 show a second type of lower connection plate 215. The second type of web 215 includes a square plate 216 having the same thickness as the plate 210 and an edge that is one-half of the length of the longitudinal length of the plate 210. 52 201022503 Therefore, in the illustrated configuration, the sides are 145mm in length. The bottom side of the plate 216 includes a symmetrical arrangement of projections 217 that assume the same shape as the projections 211. The end view shown in Fig. 36 of the first type of lower web 206 will be identical to the second type of lower web 215. Plate 216 does not contain any aperture. In the above description, the upper connecting plate is generally indicated by reference numeral 26. In fact there are two forms of upper connecting plates. As described below, similar components are used to create different types of upper webs' but are differently oriented to the building unit assembly. • Figures 38 through 41 illustrate the preferred shape of an upper web 218. The connecting plate 218 can be formed from an initial rectangular steel plate 219 having the same dimensions as the plate 21A shown in Fig. 16, with the difference being that the thickness is preferably 4 〇 rmn. The upper web 218 allows a corner to be removed therefrom to define a rectangular cutout portion 220. The removed corner is preferably 75mm x 75mm. The plate 219 includes a centrally located push-like recess 221 that is complementary in size and push-out angle to the projections 211 and 217 of the lower webs 2 and 6 and 215. The plate 219 includes a φ first aperture 222 and a second aperture 223. The first aperture 222 is generally disposed along the longitudinal axis of the plate 219 between one end of the plate and the recess 221, and the second aperture 223 is generally disposed in the label portion. 220 Central. The apertures 222 and 223 preferably have diameters of 34 mm and 28 mm, respectively. As described in more detail below, the upper webs 218 can be mounted to a building unit assembly 2 in different orientations, whereby the upper and lower webs can be utilized to interconnect the laterally and vertically adjacent building unit assemblies 2. All connecting plates are made of 35〇 grade steel or higher. Figures 42 and 43 unintentionally show how the mounting members of the connecting plates 2, 6, 215 and 218 are attached to the column members 18 and 20 to form structural frame segments 4218 and 4220. Figure 42 shows the column member 18, which in this configuration is a hollow steel column having a square cross section of 125 mm x 125 mm length and width, a wall thickness of about 4 mm to 10 mm, and an overall length of 3050 mm (including the web). One of the top webs 206 is fused to the upper end of the post member such that the recess 221 is centered on the longitudinal axis of the post member 18. One of the lower webs 215 is fused to the lower end of the post member 18 such that its projection 217 is centered on the longitudinal axis of the post 18. This makes it possible to precisely align the recess 221 with the projection 217. Figure 43 schematically shows a structural frame segment 4220. One of the top webs 218 is welded to the upper end of the post member 20 and one of the lower webs 6 is welded to the lower end of the post member 20 to form the structural frame segment. Further, the centers of the concave portions 221 and the projections 211 are aligned with the longitudinal axis of the column member 2''. The column member 20 is formed of the same segments as the user forming the member 18 and has the same dimensions. In an alternative embodiment, a structural frame segment can have its mounting member and post member integrally formed. In this case, the mounting member will be the portion of the post member that engages an adjacent post member in use and that portion is used to secure it together. Figure 44 shows the location of a structural frame segment of a pair of laterally adjacent building unit assemblies 2A and 2B. The orientation of the upper web 218 is selected for the structural frame segment 18A' of the building unit assembly 2A such that the tab 220 is adjacent the side wall 4 and is directed away from the structural frame segment 16A. On the same side, the structural frame segment 16A has its signature 220 oriented in the same manner. The structural frame segment 16A is identical to the structural frame segment 18A, and thus the lower connection 54 201022503 plate 215 will be positioned at the lower end of these structural frame segments. Structural frame segments 2A are disposed on the other side walls 6A such that their tab portions 220 are oriented opposite to the adjacent side walls 4A. The structural frame segment 22A has the same configuration as the structural frame segment 2A. It will therefore be appreciated that the structural frame segments 20A and 22A will have the first lower web 206 at its lower end. The building unit assembly 2B has the same construction as the building unit assembly 2A and thus its column elements and upper and lower webs will be identical to the building unit assembly 2A. Figure 45 shows the building unit assemblies 2-8 and 2B stacked sideways such that the tab portions 220 of the lower web 206 will be joined to each other as shown in the figure by the 0-column elements 16, 18, 20 and 22 The selected locations are fused to the side walls and/or structures for building units 2A and 2B so that they can be joined sideways as shown in Fig. 45 and also vertically connected, as described in more detail below. Figure 46 is a schematic representation of an isometric view of a plurality of building unit assemblies assembled together. The unit 2B visible at the forefront has a structural frame segment ii8B that is connected to the side wall 4B of the building unit assembly 2B. The length of the structural frame segment 18B is selected such that the top of the upper web 218B is disposed about 100 mm above the plane of the roof 10B. An elongated connecting rod 207B having a threaded end passes through the aperture 222B and its lower end engages a threaded facing member (not shown in Fig. 41) disposed adjacent the bottom of the structural frame segment 18B' as described in more detail below. Description. A nut 209B is tightened onto the threaded end of the connecting rod 207B. As shown in Fig. 47, 55 201022503 can then position a side adjacent building unit assembly 2 A to have its side structural frame segments 20A adjacent to the structural frame segments 18B as illustrated. In this position, the label portions 220A and 220B are juxtaposed. At the other end of the building unit assemblies 2A and 2B, structural frame segments η' and 16B are similarly disposed. After the building unit assemblies 2A and 2B are aligned, a third building unit assembly 2C can be lowered onto the top of the building unit assembly 2B, wherein the structural frame segments 20C are vertically aligned with the structural frame points. Paragraph 2 is as shown in Figure 48. A coupling member 233B is connectable to the protruding end of the connecting rod 207B as shown. The shank member 233B is substantially an elongate nut that receives a threaded lower end of an upwardly adjacent elongate connecting rod 207D (as shown in Figure 5, the p building unit assembly 2C is lowered such that the post The protrusion 211C of the 20C enters the recess 221A of the post 20A, and because of its complementary push-out shape, this will tend to automatically and correctly align the building unit assemblies 2C and 2A. Since the building unit assembly 2C is lowered, All of the projections 211 and 217 will enter the corresponding recess 221 of the building unit assembly 2B. The bolts 224, 225 and 226 can then be introduced through the aligned apertures in the plates 206C and 218A, 218B. More specifically, the bolts 224 passes through apertures 212C and 222A; bolts 225 pass through apertures 214C and 223A, and bolts 226 pass through apertures 213C and 223B. Nuts 227, 228, and 229 can be tightened onto the respective bolts to secure the panel to the ground. Together, as shown in Fig. 49. After all the nuts are tightened, a fourth building unit assembly 2D can then be lowered into the position above the building unit assembly 2A. For the sake of Fig. 49, clearing 56 201022503 Chu shows that only the structural box of the building unit assembly 2D is displayed. Section 20D. It is lowered into position to have its protrusion 217d enter the recess 221B of the building unit assembly 2B. The four push-like protrusions of the building unit assembly 2D will help the building unit assembly 2D correct Aligned above the building unit assembly 28. Figure 50 shows the final position of the different plates. It can be seen that the plate 215D is supported against the plate 218B and held in position by the elongated connecting rod 2〇7D, as shown in the figure As shown, the elongated connecting rod 207 is preferably made of a 30 mm diameter steel rod and is threaded at its end or along its entire length. It will be appreciated that the nuts 227, 228 and 229 are available in the fourth building unit assembly. 2D is tightened before being lowered into position. Once this action occurs, the connecting plate cannot be accessed, and the use of the elongated connecting rod 207D will enable the assembler to work from the roof of the upper building unit assembly 2C and 2D to produce the final connection. The normal procedure for mating the elongated connecting rod 207D is to screw the lower end thereof into the coupling member 2338 before positioning the fourth building unit assembly 2D. The building unit assembly 2D is then positioned at the building unit total Into the top of 2, and the pole is 2〇7〇 The end is aligned with the aperture 222 of the top plate (not shown) of the structural frame section 8D. The building unit assembly 2D can then be lowered to pass the upper end of the rod 2〇7 through the aperture. A similar sequence occurs for all structural frame segments in 2 。. It will be further understood that the configuration shown provides a strong connection in the vertical and lateral directions for the connecting plate and therefore also for the structural frame segment. This will give rigidity and stability to the building. It will be understood that the position of the connecting plate can be intervening, that is, the protrusion can be located on the upper 57 201022503 board. Also, complementary plates can be used for the lower plate rather than for the upper plate to assume a complementary graphical configuration. Figures 52 to 67 show another embodiment of the mounting member and its method of use for connecting the building unit assemblies to each other. This example represents a hybrid approach to the previous embodiment using a connector board and mounting blocks. Figures 52, 53 and 54 depict an exemplary lower connecting plate in more detail. It will be seen that the plate 310 includes a rectangular base 312 having side walls, for example 125 mm long and 25 mm thick, with the upper edge of the base being chamfered. The plate 31 includes a locating projection 314 that is cast or fabricated from steel and welded to the bottom @ side of the base 312. The projection 314 is generally cubic but has a push-down side and end wall as shown. The lower web 310 includes a central aperture 316 that extends through the substrate M2 and the protrusions 314. In general, the aperture 316 has a diameter of approximately 332 mm. In the building unit assembly 300, depending on where the unit is deployed, the upper ends of the structural frame segments 16, 18, 20 and 22 are provided with an upper connecting plate 318 or an upper mounting block 320. Basically, the building mounting block 32 is used where it is difficult to access and requires an elongated connector, similar to the Type 3 connector 254 of the earlier embodiment, as described in more detail below. ® Figures 55 through 57 show the upper web 318 in more detail. It can be seen that this is a rectangular plate of one of the same dimensions as the base 312 of the lower web. It includes a rectangular opening 324 having a push-like side wall that complements the push-like side walls of the projection 314 so that the projection 314 fits snugly therein. Figures 58 through 60 show in more detail that the upper ampoule block 32"<5 upper mounting block 320 is not fused to the upper end of the column element as described below and is used in the vicinity of the inability to access the 2010 201003-long rod Where, as in the case where Type 3 connector 254 is required, the women's block 32 is generally similar in construction to the upper mounting block 26 shown in Figures 21 through 24, and the same reference numerals have been used to represent the embodiment. The same or the corresponding part. In this example, the opening 248 has a shape that is complementary to the projection 314 so that the components can be closely fitted together when the building unit assembly 3 is stacked on top of each other. Figures 61 through 65 show a bolt 330 that can be used to join them together with the lower and upper webs 310 and 320. The bolt 33 has a head 332 and a shaft 334. The head 332 has a cubic shape but has sides and end walls that are approximately 1 degree of push-out. The shaft 334 is made in two lengths, the shorter being about 12 mm (similar to a type 1 connector) and the longer having a length that allows it to extend over the overall height of the building unit 300 (similar to a type 3 connector). In general, longer versions have a length of, for example, 3025 mm. In either case, the upper end 336 of the shaft is threaded to receive a nut 338. A square projection 340 is raised beyond the thread as shown clearly in Figures 63 and 65. Figures 66 and 66A show how an upper web 3i〇c is fused to the respective support columns 22A and 22C, respectively, to cooperate such that the units 310C and 310A are aligned with each other to be connected using the above-described features. Fig. 67 shows a similar example, but using an upper mounting block 320 and a lower connecting plate 310C. Figure 67 shows how bolts 330 can be used to interconnect four adjacent building unit assemblies 300A, 300B, 300C, and 300D. This configuration is similar to that shown in Fig. 27 of the previous embodiment and thus need not be described in detail. It can be seen, however, that the lower end of the structural frame section 22 includes a proximal opening 360 to enable access to the nut 338 for connecting the upper and lower webs. In addition, where the post member is provided with the upper joint 59 201022503 web 318, the proximal opening 362 is provided such that the horizontally disposed bolts 364 can extend through the structural frame segments for interconnection as shown. In the illustrated configuration, the head of the bolt 364 is disposed outside the hollow interior of the post member 22A. This enables it to be held in place to facilitate tightening of the nut 365 in the upper mounting block 320D. In this configuration, the bolts include a flange 367 and a washer is positioned on the shaft of the bolt 364 between the upper mounting blocks 320B. This configuration allows the tightening action of the nut 365 to effectively segment the structural frame 22A The upper end, the cymbal 369 and the upper mounting block 320B are clamped together. Figure 68 shows a pattern similar to Figure 16 but showing a different unit configuration. In the illustrated configuration, the side wall 6 is formed from a contoured steel sheet 179 similar to the user of the shipping container. In general, the sheet has a thickness of, for example, 1.6 mm and uses a single sheet 'for the integral wall' which may have a height of, for example, 2700 mm and a length of between 10 mm and 20 m. The side wall 6 includes an upper rail 180 that is welded to the top edge of the contoured wall sheet 179. In general, the rail 180 is 60 x 60 mm and has a wall thickness of, for example, 3111111. The side wall 6 also includes a bottom rail 182 having a generally C-shaped cross-section having a lower flange 183 and a wider upper flange 185 that is welded to the bottom edge of the sheet 179. The center web of the bottom rail 182 is typically 160 mm deep and the material has a thickness of, for example, 4.5 mm. The floor panel 8 can be formed by a parallel strip that laterally traverses the building unit. However, it is preferred that the floor be made of a contoured steel sheet panel 184 that differs in material from the side walls by the depth of the profile being, for example, 2 mm. The panel extends laterally, which provides sufficient rigidity and strength to the building unit. The end of the floor panel 184 is spliced to the bottom rail 182 on either side of the building unit. The roof 10 is preferably made from a roof panel 186, an example of which is shown in Figures 201022503 69, 70 and 71. Typically 4 to 8 panels are welded together to form the overall roof for the building unit. Each panel 186 is formed with longitudinal and lateral reinforcing ribs as shown graphically in Figure 70. The panel is preferably made of a steel material having a thickness of, for example, 2 mm, a width of 1045 mm, and a length of 2356 mm. The floor further includes a splint or other flooring material 186 positioned on top of the contoured floor panel 184. The other side wall 4 of the building unit assembly 2 has a similar configuration and need not be described. The components of the side walls 4 and 6 and the floor and roof 8 and 1 define a box-like structure that supports its own weight and the live load applied thereto during use. In the illustrated configuration, the inner sidewall lining has a fire rated gypsum board 19 相邻 adjacent to an insulating panel 192. The roofing liner has two gypsum panels 198 and 200 that are attached to the inner face of panel 186 by ceiling gussets 2〇2. The double layer of gypsum board is used together with the air space between the gypsum board and the contoured sheet 179 and the panel 186 to enhance the fire rating and sound insulation of the building unit itself and between. In the configuration shown in Fig. 76, the column member 2 is directly welded to the upper rail 180. At the lower end, the lower end of the post member 20 is preferably coupled to the bottom rail 182 by welding using two webs 187 (one of which is shown in Fig. 68). Other structural frame segments of the building unit assembly are connected in a similar manner. Figures 72 through 77 schematically show a modified building unit assembly 300' and use the same number to represent the same or corresponding portion of building unit assembly 2. The main difference between the building unit assembly 300 and the building unit assembly 2 is the construction of the floor 8 and the webs 24 and 26. In the configuration of Figs. 72 to 74, the floor parallel frame 184 is replaced by a floor panel 304 constructed as a corrugated steel 61 201022503 as shown in Fig. 76. Panel 304 is similar to the side wall and roof user, but differs in that it is deep, typically for example 200 mm (as measured in the vertical direction). The spacing of the pleats is typically about 650 mm. A plurality of panels 304 can be fused and formed in a single piece to form the overall structure of the floor for unit 300. In general, the wall thickness of panel 304 is 1.6 mm. The structural frame segments 16, 18, 20 and 22 are attached to the side walls 4 and 6 as previously described. As explained in more detail above, the connecting plates 24 and 26 of the building unit assembly 2 are the same as described above. In the illustrated configuration, the 'building unit assembly 3' includes two lateral struts 3〇6 and 308 for providing extra rigidity. Panels 306 and 308 are fused to side walls 4 and 6 and roof 1 adjacent to structural frame segments 16 and 2 2 and 18 and 20, respectively. Figure 74 shows the location of the structural frame segments 2 and 22 in which the building unit assembly 3 is used in a cantilever configuration. As shown in this figure, the center span, i.e., the distance between the structural frame segments 2〇 and 22, can be up to, for example, 16 mm 16 meters, and each end can be cantilevered up to 6 mm 6 meters. Figure 75 shows six building unit assemblies 300B, 3〇〇C, 300D, 300E, 300F and 300G stacked as described above. A gap or column area between adjacent building elements 300 is selected to accommodate structural frame segments of different widths. As with the previous embodiment, the gap can remain the same at the overall height of the building. As clearly shown in Fig. 77, the lower ends of the column members 16, 18' 2 and 22 are provided with a lower connecting plate 310 which is welded to the lower end of the column member and replaces the lower mounting block 24 of the earlier embodiment. 62 201022503 Figure 77 is a schematic cross-sectional view showing a portion of the building unit assembly 3〇〇 in more detail. Fig. 44 is a view similar to Fig. 68 but showing different details of the construction of the building unit assembly 2. In this configuration it can be seen that the bottom rail 182 is formed from rolled steel and has its upper and lower flanges projecting in opposite directions. The lower flange 183 is welded to the underside of the floor panel 304 as shown. As with the previous embodiment, the upper flange 185 is 'fused to the lower edge of the contoured wall sheet 179.

Figure 78 shows another modified building unit assembly 35, which incorporates the elements of the building unit Cheng 2 and 3GG. More specifically, the floor panel 8 includes parallel tree strips 184 but the connections on the top and bottom of the structural frame sections are the same as in the building unit assembly 300. In this embodiment, a reinforcing beam 352 can be welded between the rail 182 and the lower end of the structural frame segment, as desired. Figure 79 shows the construction of another alternative building unit that can be used in embodiments of the present invention. This embodiment summarizes the differences from the prior embodiments in that it uses flat sheet material primarily for its wall, floor and (iv) constructions, rather than the pleated contour sheets used in the previous embodiments. In the embodiment of Fig. 79, the wall, floor and roof are reinforced by placing parallel bars along the length of the segment. On the 79th, a cross-sectional view of a partial decomposition of a building unit 4〇〇 can be seen. The building unit includes a wall panel, a roof panel 404, and a floor panel 406. The roof panel 404 has a corner angle section 4〇8 which, for example, may be an angular section 11〇11111^11〇111111 having a thickness of 4 mm. It was welded to a wall material 41 which was a 1.6 mm thick sheet steel. A series of parallel bars 411 extend across the roof panel 4〇4 to the same additional angle segment as segment 408. The parallel strip 411 is smelted on its end face 63 201022503 to the angle 408 and is welded to the sheet 41 沿着 along its top edge. Similar parallel bars 411 are spaced apart along the roof panel at intervals, such as a 6 mm center. In the preferred embodiment, the parallel tree strips 411 are parallel rafters of the 〇〇〇19 gauge. The wall panel 402 construction is similar to the roof panel 4〇4. There is an angular section 412 at the top of the wall panel 4〇2. The horn segments 412 support the roof panel and may have dimensions similar to the angular segments 4〇8 on the roof panel. A second angular section 414 is located at the bottom of the roof panel 4〇2. This angular section 414 supports the floor panel 406. In this example, the 'lower angle 414 has a dimension 21 〇 1111 shape 11 〇 111111 and is 3 mm thick. The skin of the wall panel is sheet steel, such as a 2.4 mm 450 MPa steel sheet. This is welded to the top 412 at its top and welded to the angle 414 at its bottom. The sheet steel wall panel 416 is reinforced with a c-parallel tree 418 extending between the lower horn 414 and the upper horn 412. The C parallel tree strips are distributed along the length of the wall and are fused to them at intervals. In the illustrated embodiment, the parallel strip 418 can be a C7519 gauge parallel strip set at a center distance of 600 mm along the wall. Floor panel 406 has a configuration similar to roof 404 and wall 402. The roof panel 406 has an angular section 420 (only one end of the figure) at each end that can be used to weld a lower floor panel constructed of sheet steel panels 422. The floor panel 422 has a welded C-parallel tree strip extending over either side of the angular section 420 of the floor. In this example, the floor parallel bar can be a C20019 gauge set at a center distance of 600 mm along the floor panel. As with the previous embodiment, the roof panels, floor panels, and wall panels are brought into engagement and wedged together. It will be appreciated that in the embodiments described herein, the building unit structure diagram 64 201022503 is described as being welded together. However, those skilled in the art will readily appreciate that alternative fastening and attachment components may be employed. For example, rivets, bolts or other mechanical fastening systems can be used instead of welding to join the components together. Depending on the material used, it may also be suitable to use glue. Also, depending on the splicability and depending on the materials used, different splicing techniques such as MIG welding, tig welding, spot welding or other alternatives may be employed. Figure 80 shows another alternative wall configuration very similar to that shown in Figure 79. The only difference is that the angular section at the lower end of the wall panel is inverted in the eighth embodiment. To this end, this embodiment does not require additional description, and the feature configurations corresponding to the feature constructions of Fig. 79 have been similarly numbered. Figure 81 is a perspective view showing an alternative connecting plate which can be used in an embodiment of the present invention. In general, the structural frame segment 800 shown in Fig. 81 is substantially similar to those of the structural frame described herein and thus only one end of the figure is shown. In this case, the structural frame section 8 includes a support post 802 and a connecting plate 8〇4. In this example, the connecting plate 8〇4 has a substantially rectangular first end 8〇6 and a push-out second end 8〇5. Therefore, in the plan view, the connecting plate 804 is clearly shown in a trapezoidal shape as shown in Fig. 82. As in the previous embodiment, the web has a central recess 81 用于 for receiving a joint member from a similar web of a vertically adjacent structural frame segment, and a plurality of bolt holes 812 and 814 for use For fastening to adjacent, other sigma frame segments. The structural frame segments 8 are mounted to the building unit in use such that the wider sides of the trapezoidal web 804 are closest to the building unit. To this end, the face 816 of the web 8G4 is pushed toward the wall of the building unit to which it is attached. 65 201022503 Figure 82 shows a plan view of the connecting plate 8〇4 to more clearly show its shape. In the preferred form of the 'frame structure 800, the column element 8〇2 is mounted to its surface- Substantially aligned with the surface 818 of the web, it is preferred to have - substantially H aligned with the edge 820 of the trapezoidal web. The reason for this preferred alignment will be described below. Figure 83 shows three building unit assemblies 828, 830, and 832 that will be positioned side by side to construct a building-level. Each of the building unit assemblies 828, 830, and 832 includes a rectangular building unit having four structural frame segments attached thereto. As can be seen in the building unit assembly 828, the structural frame segments 834 and 836 are mounted such that their push-like sides 834A and 836A face inwardly toward each other. On the other side of the building unit, the structural frame sections 838 and 84 are mounted in opposite senses such that the push-down faces 838A and 840A are pushed away from each other. In this way, the push-up surface of the web is operated like a push-pull key assembly with respect to a horizontally adjacent building unit assembly. This keying effect between adjacent building unit assemblies allows the building unit assemblies to be accurately and easily positioned relative to one another on the sides. Figures 84A through 84C show one way in which adjacent building unit assemblies are merged using this bonding effect. In Fig. 84A, the two building unit assemblies 844 and 846 are positioned and separated in parallel. In this position, it is aligned with the oppositely guided webs 844A and 844B. In Fig. 84B, when the building unit assemblies 844 and 846 are combined, the push-like faces of the connecting plates 844a and 846B of the respective structural frame segments are merged and joined. The push-up surface provides an angular guide surface' and the wire guides the building unit totals 66 201022503 to 844 and 846 as the correct relative alignment when the unit moves. In order to show misalignment, in Figure 84B, the building unit assembly 844 and the _ _ alignment state are offset by the distance X. In this example 'when properly aligned, the z-parallel tree bars 85 and 852 will be aligned - although the alignment of the structural frame segments is the key to structural integrity, for ease of display of the alignment distance, reference parallel Tree strips. Reference is now made to Fig. 84C, which shows the location of the building unit state and _ which is ultimately accurately located. It can be seen that the building unit assembly is located in a position where the structural frame segments 844A and 846A are aligned between the building units along the column gap 854 and substantially in contact with their reduced faces. At this point it can be joined together by bolting, welding or other means as described elsewhere herein. As can be seen from Figs. 84A to 84C, the push-up surface of the web is used as a guide surface to easily align the building unit in the horizontal direction. However, if the building unit assemblies have poor vertical alignment during positioning, the outermost faces of the columns of the structural frame segments, in particular the column elements substantially aligned with the obtuse apex of the trapezoidal web The horizontally extending edge system will also serve as the guiding surface. Since the building unit assembly is typically lowered into position with a spreader, this vertical guidance is almost always required. For further explanation, Figure 85 shows the same portion of one of the structural frame segments as shown in Fig. 81 but with cross hatching to show the structural frame that can be used as a bow guide surface during assembly of the building. The part of segment 800. In order to facilitate the smooth introduction of the building unit assembly into position, the guiding surface of the post member 802 is substantially aligned with the guiding surface of the web 8〇4. It will be appreciated that, especially if there is only a small discontinuity in the guiding surface, such as a refining joint between the column 7C member 8〇2 and the web 8〇4, a particular alignment is not necessarily required. In this case, the fusion itself will tend to provide an angulated surface that is part of the guiding surface that is relatively smoothly bridged to the alignment discontinuity. It will be appreciated that with this preferred alignment, even if the two building units are brought into contact such that their webs are not horizontally aligned, the guiding surface 8_ of the post member 802 will contact the adjacent building unit assembly. Corresponding to the guiding surface of the web and allowing the building unit elements to be smoothly guided to the correct alignment, as described above. Advantages of embodiments of the system of the present invention include: Construction of the weight of the beta wheel - In the mid-rise and high-rise constructions, steel is used as a structural component instead of concrete (usually about 200 kg/m2, which is about 500 kg/gen. M2's normal concrete structure); fire protection A building unit and external structure are completely protected by fireproof gypsum board from the fire source from the inside of the building unit; · Construction in the production facility' and construction The unit assembly can be stacked in one, two or three heights; the system is able to utilize a relatively relaxed set of working members, including semi-finished skilled workers, apprentices and women; low energy use with a light weight material has significant Small embolized energy; building weight smaller than the conventional concrete structure of 500 kg/m2, estimated to be 200 kg/m2; construction of building unit assembly in a production facility outside the site, estimated ratio Use a less than 5 % of the transport for a site-built building. 68 201022503 Energy 'produces less 75% of waste and takes less time; =: Pure single handle outer periphery ㈣㈣ I _ he built as a unit separate acoustic isolation than the normal configuration. The entity between the building units is only acoustically isolated at the junction of the external structure; the dental research* significantly reduces the construction time by preparing and continuing on site to excel, such as excavation, footing, parking structure, Concrete core reading at the same time

The ability to construct building unit assemblies in parallel in a production facility replaces the normal linear sequence of vertical construction; a greater degree of recyclability than this concrete structure. The reverse order in which they can be assembled is disassembled. The gypsum content can be recycled as a gypsum board, and the current concrete must be cracked and used as aggregate or gravel. The building unit assembly is a general space containment structure, which can be dismantled and can construct new structures with many potential uses; the overall fitting of the building can be constructed on the surface to maintain an abnormally high degree. Dimensional accuracy and precise fit during assembly; the layout of the building unit can vary due to the fact that the wall position is independent of the structural system. Many modifications may be made by those skilled in the art without departing from the scope of the invention. It will be understood that the invention as defined and disclosed in this specification extends to all alternative combinations of two or more individual features that are known or referred to in the drawings. All of these different combinations constitute different alternative aspects of the invention. 69 201022503 [FIG. 1] FIG. 1 is a schematic perspective view of a building unit assembly according to one embodiment of the present invention; FIGS. 2A to 2E are diagrams showing an embodiment of the present invention constructed using different building materials. Building unit assembly; Figure 3A is a schematic plan view of two building unit assemblies separated from each other;

Figure 3B is a schematic plan view showing two adjacent building unit assemblies connected together; face I Figures 4A through 4D are schematic plan views showing different planar shapes for building units; Figures 5A through 5G are A schematic diagram showing a building unit assembly stacked in different ways to construct high-rise buildings of different shapes; Figure 6 is a schematic side view of a twenty-story building; Figures 7A, 7B and 7C are cored A schematic isometric view of a building; Figure 8 is a schematic isometric view of a building with a distributed core; Figure 9 is a schematic side view of a building showing how the column elements can be based on the building The height is to change the size; Figure 10 is a schematic isometric view of the five levels of a tall building; Figures 11A to 11E show the units in different classes; Figure 12 shows the building in a hierarchy A more detailed schematic of the interconnection of the units; Figure 13A is a floor plan for an apartment building; Figures 13B, 13C, 13D and 13E are typical 70 201022503 apartments using the unit of the present invention; Figures 14A and 14B Shows a lower and upper floor plan hierarchy of a hotel constructed in accordance with the present invention; Figure 14C is a more detailed view of a building unit assembly suitable for use in buildings of Figures 14A and 14B; The picture shows a floor plan layout of a building with residential and office residences; Figure 15B shows a possible configuration of the unit for the residential part of the building of Figure 15A; Figure 16 shows a building unit assembly A schematic cross-sectional end view of more detail; Figure 17 is a schematic perspective view of one form of the next mounting block; Figure 18 is a plan view of the lower mounting block; Figures 19 and 20 are orthogonal sides of the lower mounting block Figure 21 is a schematic perspective view of an upper mounting block; Figure 22 is a plan view of the upper mounting block; Figures 23 and 24 are orthogonal side views of the upper mounting block; Figure 25 is a vertical adjacent view An isometric view of the interconnection of building unit assemblies; Figure 26 is a fragment isometric view showing vertical and horizontal adjacent building unit assemblies; Figure 27 is a diagram showing the installation of four building unit assemblies Fragment of the interconnection of blocks Figure 28 is a more detailed schematic end view showing the vertical mutual 71 of the two building unit assembly installation blocks; 2010 Figure 29 is a vertical interconnection showing the installation blocks of the two building unit assemblies Figure 30 is a more detailed schematic end view showing the interconnection of the mounting blocks of the two building unit assemblies using the elongated connecting elements; Figures 31 and 32 show the building unit assembly Schematic diagram of the orientation of the connecting elements during ascent;

Figure 33 is a schematic side view of a four-story building; Figure 34 is a top plan view of the lower connecting plate; Figure 35 is an end view of the side plate; Figure 36 is a top plan view of another lower connecting plate; a side view of the connecting plate shown in Figs. 34 and 36; Fig. 38 is a plan view of an upper connecting plate; Fig. 39 is an end view of the upper connecting plate; Fig. 40 is a sectional view taken along line 24-24; Figure 41 is a side view of the top panel; Figures 42 and 43 are more detailed fragmentary views of the two forms of structural frame segments; Figure 44 is a structural frame segment having the 42 and 43 drawings and separated from each other A schematic plan view of two building unit assemblies; Fig. 45 is a schematic plan view showing the building unit assembly of Fig. 44 connected together; and Figs. 46 to 50 schematically showing the structures of Figs. 42 and 43 Intersection of the frame segments; 72 201022503 Figure 51 is a schematic exploded view showing the different components of the interconnection; Figure 52 is a side view of the lower connection plate; Figure 53 is a plan view of the lower installation block; The picture shows the end view of the lower installation block; Figure 55 is an alternative Plan view of the web; the web on the first side 56 of the graph of FIG. 55; an end view of the upper connecting plate 57 of the graph of FIG 55;

Figure 58 is a plan view of an alternative upper mounting block; Figure 59 is a side view of the upper mounting block of Figure 58; Figure 60 is an end view of the upper mounting block of Figure 58; A plan view of an elongated bolt; Fig. 62 is a fragment end view of the bolt head; Fig. 63 is a side view of the upper end of the bolt; Fig. 64 is a side view showing a fragment of the bolt head; Fig. 65 is a view showing the upper end of the bolt shaft Sectional drawings; Figures 66 and 66A are schematic perspective views showing an alternative joining technique for a building unit assembly; Figure 67 is a diagram showing the connecting plates and zones of four building unit assemblies in one embodiment a side view of the segment of the interconnection of the blocks; and Fig. 68 is a schematic side view showing a portion of the internal details of the building unit assembly and the manner in which the structural frame segments are connected; Figure 69 shows the number of building units used a roof panel; Figure 70 is a cross-sectional view along line 37-37; Figure 71 is a cross-sectional view along line 38-38; 73 201022503 Figure 72 is an exploded view of a modified building unit of the present invention; Figure 73 shows the building unit assembly The intention of the structural frame segmentation is not intended. Figure 74 is a schematic side view of a building unit assembly suitable for cantilever action, and Figure 75 is a schematic end view of six building unit assemblies; A schematic perspective view of a floor panel for a building unit of Figures 72 and 73; Figure 77 is an unintentional cross-sectional end view showing more details of the modified building unit assembly, and Figure 78 is a view showing another modified A schematic cross-sectional end view of more details of the building unit assembly; - Figure 79 is a schematic cross-sectional end view showing further details of yet another modified building unit; Figure 80 is a view showing another A more detailed view of a modified building unit is not intended to be a cross-sectional end view, and FIG. 81 shows a perspective view of an alternative mounting plate that can be used in an embodiment of the present invention; FIG. 82 shows a mounting plate of FIG. Fig. 83 shows three building unit assemblies to be assembled together using a mounting plate of Fig. 82; Figs. 84A to 84C show adjacent building unit assemblies using a mounting plate of Fig. 82 Combined Embodiment; FIG. 8 5 shows the same section 74201022503 one structural frame segment as shown in FIG. 81, but adding detail. [Main component symbol description] 2,61.1,61.2,613,3〇〇A,3〇〇B,300C,3〇〇D,3〇〇E,3〇〇F,3〇〇G,828,830, 832,844,846... Building unit assembly 2.3, 2.4, 201, 202, 203, 204... Unit 2A, 2B... Building unit assembly 2C, 2D... Building unit assembly 4, 6, 6A, 234, 234B, 236, 236A... Side wall 4B... Building unit Side wall 8 of assembly 2B... floor ΙΟ, ΙΟΒ... roof • 12, 14 · · end points, end walls - 16, 18, 20, 22... column elements, structural frame segments 16A, 16B, 16D, 18A, 18B, 20A, 20D, 22A, 118B, 168, 800, 834, 836, 838, 840, 844, 8 846, 4218, 422 〇.. Structural frame segmentation φ 2〇A... Side structural frame segment, column 20 (:, 120 , 122, 124 - column 22 eight, 22 (:, 802 - column element 24... lower connection plate, lower mounting part, lower mounting block 24A, 24D... lower mounting block 26, 26 eight '26 (: '260' 320'3208'3200~ upper mounting block 28... gap between building units or column area 30, 32, 38, 28" "four-story building 40, 42... modular unit 75 201022503 44... unit central bank Heap 46,55,61,63,65,80" Building 48... Central bank 50.4, 50.5... Upper unit 50, 52··· Lateral unit 54... Five-story building 56... Twenty-story building 57.1-57.6... Six dykes of building units stacked side by side Pile 58···Central concrete core 59.1,59.2·········································· 74,76,78,82,84,86,88,90,132...Class 71,73,87,89,100,102...Ladder wells 72.1, 72.2, 72.1, 72.2, 93, 132A, 132B, 132C, 132D, 132E, 132F, 132G, 132H, ^ 400,844,846...building unit 75,77,91...lifting well 79...hotel building 81...lower class 83...upper class 98...ascension core 104...catheter core 112···class 1 to 5, class A group of 76 201022503 114.··Classes 6 to 10, a second group of classes 116...Classes 11 to 15 118...Classes 16 to 20 130... Buildings with 20 levels 132, 134, 136, 138, 140... Five groups of four classes 142· · Central core 150, 152... End point structural frame segment 154, 156, 158, 160 · Mounting plate 162... End face front element 164, 166... Side side face element 179... Contoured steel sheet • 180... upper rail. 182... bottom rail 183··· lower flange 184... contoured steel sheet panel, steel parallel strip, floor panel • 185... wider upper flange 186... cool floor panel, splint or Other floor materials, panel 188... Roof 190... Fire rating gypsum board 192... Fire rating gypsum board, insulation panel 194... Upper slab 196... Lower slab 198, 200... Gypsum board 202... Ceiling gusset 77 201022503 206... Next connecting plates 206C, 215D ... plates 207, 207B, 207D · · long connecting rods 209B, 227, 228, 229, 268, 272, 280, 338, 365 ... nut 210 ... rectangular steel plate, top wall 211 · · push-out protrusion 212 ... aperture, bottom wall 212C... Aperture, bottom wall 213, 223 of the upper building unit assembly 2C... second aperture 213C, 214C, 222A, 222B, 223A, 223B ... aperture 214 ... third aperture, side wall 215 · · second type connecting plate 216 ... square plate , sidewalls 217, 217D ... protrusions 218 ... internal open sides 218A, 238, 238A, 238B, 238C, 240 ... open side walls 218, 218B, 310C, 318 ... upper connecting plate 219 ... initial rectangular steel plate 220 ... outside the open side, Rectangular part 220A, 220B The punching portion 221 ... the push-shaped recess 221A, 221B ... the recess 222 ... the aperture 222D, 224D of the top plate ... the opening of the mounting block 24D 201022503 224 ... screw inspection, the hole 225, 226, 260, 270, 330, 364 ~ bolt 230 ... the top wall of the mounting block 26 The top wall 230B of the lower unit 230B...the top wall 232 of the mounting block 26B...the bottom wall 233B···the coupling member 242,244...the hole 244A,242B,246...the opening 248···the larger push-type opening 250...type 1 connection '252···type 2 connection. 254...type 3 connection 262...rectangular head 264,275···push-out spacer ^265,276,316-central aperture 266,274,278,369...gasket 271...long rod 273,332...head 282...foundation 300,350· · Modified building unit assembly 304...A floor panel 306, 308 with a corrugated steel structure... a lateral strutting panel 310... a lower connecting plate 79 201022503 312···a rectangular base 314.·· positioning protrusion 324... Rectangular opening 334...Axis 336...Upper end 340 of the shaft...Square protrusion 352···Reinforcement beam 360,362...Proximity opening 367...Flange 402...Wall panel 404...Roof panel 406...Floor panel 408···Corner angle 410...wall sheet material 411...parallel tree strips 412,420...angular section 414...second angled section 416...sheet steel wall panel 418".C parallel strip 422···sheet steel panel 802...support column 804,844A,844B 846B ... splicing plate 805 ... push-pull second end 806 ... substantially rectangular first end 201022503 810 ... central recess 812, 814 ... bolt hole 816 ... connecting plate 804 face 818 ... connecting plate surface 820 ... edge 822 ... Trapezoidal connecting plate 804 apex 834A, 836A... Pushing side 838A, 840A... Pushing face 850, 852 ·. Z parallel tree bar 860... Guide surface X of column element 802... Building unit assembly 844 and 846 off-pair Quasi-distance 81

Claims (1)

201022503 VII. Patent Application Range: 1. A method for constructing a building having a plurality of levels using a plurality of building unit assemblies, wherein each of the building unit assemblies is structurally self-supporting and has at least one side wall, a floor and a roof, the method comprising the steps of: ascending the building unit assembly into a position in the building such that each level of the building comprises a predetermined number of units; Adjacent units are coupled to each other; and units in a hierarchy are coupled to corresponding ones of the at least one adjacent level that are vertically above or below the one level. 2. The method of claim 1, further comprising: constructing at least one core; and connecting a unit adjacent to a core to a core, the configuration causing vertical load between adjacent layers to be mainly passed through The building unit assemblies and lateral loads can be delivered to the core. 3. The method of construction of claim 1, further comprising: attaching the structural frame segment to at least one side wall of a building unit to form a building unit assembly; and stacking the building units Borrowing to form a hierarchy of the building, wherein the structural frame segments in a hierarchy are vertically aligned with structural frame segments in at least one adjacent hierarchy, wherein the building unit assemblies are thus Substantially all vertical loads are passed through the structural frame segments. 4. The method of claim 3, wherein the lateral loads are supported by the building units of 201022503. 5. The method of claim 3, wherein the lateral loads are supported by one or more cores. 6. The method of item 4 or 5, wherein the structural structural frame segments each comprise a web at the top and bottom thereof and the method comprises using the fastening members to be vertically adjacent to each other. The structural frame is divided into the top and bottom plates. Λ 7. The method of constructing a building according to claim 3, wherein the structural frame segments are attached to a side wall of a building unit, when the building unit is placed in a predetermined relative pair A structural frame segment of the building unit assembly is structurally adjacent to the laterally adjacent building unit assembly when the sub-frames are laterally adjacent to each other. The frame segments are arranged side by side; and the method includes the step of joining together the structural frame segments that are arranged side by side with each other. 8. The method of claim 7, wherein the step of connecting the cells in a hierarchy to corresponding ones of a vertically adjacent hierarchy comprises connecting the tops of the structural frame segments in the lower hierarchy to The step at the bottom of the structural frame segment in the higher level. 9. The method of claim 8, wherein the method comprises the steps of: mounting the top and bottom connecting plates on the top and bottom ends of the column elements; and arranging the structures in parallel with each other. The top webs of the frame segments are joined together. 10. The method of claim 9, wherein the method comprises the following 83 201022503 steps: connecting the top connecting plates of the structural frame segments arranged side by side to each other in parallel to each other in the next upper level One of the lower link plates of the structural frame segments configured. 11. The method of claim 1, further comprising the step of: clamping the other of the lower webs between the vertically adjacent top webs by means of an elongate clamping rod. 12. A building having a plurality of levels, comprising: a plurality of building unit assemblies each structurally self-supporting and having at least one side wall, a floor and a roof; and a structural frame segment, attached Groups of such building unit assemblies that are connected to at least - sidewalls are stacked to form a hierarchy in the building, and wherein the building unit assemblies are stacked such that the structuralities in a hierarchy The frame segments are vertically aligned to at least the structural frame segments in the adjacent hierarchy, wherein thus substantially all of the vertical load is passed through the structural frame segments and the lateral loads are available to the buildings The object unit assembly is supported. 13. The building of claim 12, wherein the building further comprises a core, and wherein the groups of the building unit assemblies are disposed along the core and connected thereto to allow vertical between adjacent levels The load is primarily passed through the building unit assemblies rather than through the core. 14. The building of claim 12, wherein the building further comprises one or more elongate connecting members extending corresponding to one of the building units attached to a hierarchy a top portion of the first structural frame segment, between 201022503 at the top of one of the second structural frame segments that are attached to one of the building unit assemblies in another hierarchy, such that The top of the first building element can be joined to the top of the second structural frame section by the elongate connecting member. 15. The building of any one of clauses 12 to 14, wherein the plurality of levels include at least one of the first orientations - the building unit assembly and the first The at least one second building unit assembly disposed orthogonally such that the building unit assemblies in the first and second orthogonal orientations serve as a slab supporting the lateral load. 16. The building of claim 12, wherein the end points of the column elements have mounting members attached thereto, wherein the ampoule members and structural frame segments are thereby connected to be substantially vertically positioned The phase plate of the structural frame segment above or below the segment of the structural frame. The building of claim 16, wherein the mounting components comprise top and bottom webs, and wherein the structural frame segments of the fabric are relative to the location of the building unit to which they are attached Within the two levels of the building, at least a portion of the structural frame segments of the adjacent (4) unit assemblies are disposed in pairs adjacent to each other, and stacked on the adjacent assembly units At least one of the connecting plates below a structural frame segment of another building unit assembly is laid over at least a portion of the pair of top connecting plates, the towel thus having at least the lower connecting plate The connection is used to connect the adjacent building unit assemblies and the other building unit assembly together. 18. The building of claim 16, wherein the mounting component package 85 201022503 includes a top and a bottom web, and wherein the structural frame segments are relative to the location of the building unit to which they are attached Having at least a portion of the structural frame segments of the 'adjacent building unit assemblies in a hierarchy of the building being disposed adjacent to each other in pairs, the connectors being configured such that for vertically aligned pairs In the case of a structural frame segment, at least three of its webs can be joined together. 19. The building of claim 12, further comprising a first connecting member for connecting adjacent building unit assemblies in a hierarchy to each other; and a second connecting member for A building unit assembly within a hierarchy is coupled to an adjacent building unit assembly hierarchy adjacent to the one level. 20. A building having a plurality of levels, the hierarchy having at least a portion comprising a plurality of self-supporting building units, each of the self-supporting building units comprising a structural frame segment coupled thereto, suitable for Supporting a vertical load of another level above the hierarchy, wherein: the building includes at least one higher level and a lower level, wherein the structural strength of the frame segments of the building units on the lower level The greater than the structural strength of the corresponding frame segment in the higher level. 21. The building of claim 20, wherein the building comprises a group of higher classes and a group of lower classes, wherein corresponding structural frame segments within the group of lower classes The structural strengths are substantially equal, and the structural strengths of the corresponding structural frame segments 86 201022503 within the higher level group are substantially equal. 22. The building of claim 21, wherein the structural strength of the structural frame segments in the lower level group is greater than the corresponding frame segment in the lower two-level group Structural strength. 23. A building according to any one of claims 2 to 22 wherein the structural frame segments are external to the self-supporting building units. 24. A building according to any one of claims 2 to 23 wherein the structural frame segments comprise column elements attached to the self-supporting building units. 25. A building as claimed in any one of claims 2 to 24 wherein the building units are arranged in a hierarchy to define a self-supporting type in which the adjacent structural segments are provided The space between building units. 26. The building of claim 25, wherein the space between the self-supporting building units adjacent to the vertically aligned pair has substantially the same width. 27. The building of claim 26, wherein the spaces between all of the adjacent self-supporting building units have substantially the same width. The building of any one of clauses 25 to 27, wherein the structural frame elements have such spaces adjacent to the X-supporting building units for which they are disposed It is substantially the same width in the lateral direction. 87 2〇l〇225〇3 29.t The building of claim 28, wherein the structural strength of the structural elements is provided by the difference between the two structural _ trees by changing the following to a relative wall thickness; the space adjacent to the self-selective building unit 2, the amount of the relative depth of the material (4) component. a structural frame segment for a self-supporting building unit, the structural frame segment comprising: at least one load bearing column member; mounting members on each end thereof The structural frame = segment to another - similar self-supporting building unit or building 31. The structural frame segment of item 3 () of the patent application scope, wherein the mounting σρ member comprises a joint portion, It is used in a joint-partitioned, vertically aligned structural frame segment - a cooperating shaped joint portion. 32. The structural frame segment of clause 31 or 32 of claim 4 wherein the mounting components are the webs of the end points of the hard-to-record component. 33. A structural frame according to paragraphs 3() to 32 of the patent application, wherein the at least the column element comprises any one of a steel column or a concrete column. 34. The structural frame segment of claim 32, wherein, in use, the location of the column elements relative to the building unit to which they are attached may be within a hierarchy of the building At least a portion of the column elements of the adjacent building unit are disposed adjacent to each other in pairs, and such that at least one of the column elements of another building unit stacked on one of the 201022503 adjacent building units One is laid over at least a portion of the pair of top webs j, wherein the at least one lower web can be coupled thereto to bring the adjacent building units and the other building unit together. 35. The structural frame segment of claim 32, wherein the column elements are located relative to the building unit to which the building unit is attached such that in a hierarchy of the building, adjacent buildings At least a portion of the elements of the unit are disposed in pairs adjacent to one another, the webs being configured such that at least three of the webs of the vertically aligned pairs are connectable together. The structural frame segment of any one of claims 3 to 35, wherein the structural frame segment has a mounting member that is shaped to match a horizontally adjacent one in use One of the structural frame segments is a mounting component. 7. The structural frame segment of any one of claims 3 to 35, wherein the structural frame segment comprises a plurality of column elements coupled by a component to The load is distributed between the plurality of pairs of the plurality of columns. The structural frame segment of any one of claims 3 to 37, which includes a guiding surface for facilitating alignment with the other building elements. • The structural frame segment of claim 38, wherein the guiding surface comprises at least a portion of a surface of the mounting component. 40. The structural frame segment of claim 38 or 39, wherein the guiding surface comprises at least a portion of a post element. 41. The structural frame segment of any of the preceding claims, wherein the mounting member comprises an angular arch guide surface for guiding the ampoule member to a corresponding shape during use. The mounting components are properly aligned. 42. The structural frame segment of any one of claims 38 to 41, wherein the guiding surface comprises a vertically extending portion in use that is slidable relative to the building element by the guiding surface The vertical alignment of the structural frame segments relative to another building or the like is adjusted. 43. The structural frame segment of any one of claims 3 to 42 wherein the mounting component comprises at least one mounting plate that includes a push to provide an angular guide surface. 44. The structural frame segment of any one of claims 3 to 43 of the patent application, the mounting member comprising a substantially trapezoidal plate, in use A push-like guiding surface is provided on the horizontally aligned corresponding structural frame segments. The structural frame segment of any one of claims 38 to 44, comprising at least one post element extending from a surface of the ampoule in a substantially vertical direction and positioned Forming at least a portion of a surface of the pillar member substantially aligned with a portion of a guide surface for forming a mounting member and extending therefrom away from an apex of one of the trapezoidal top plates to cause one of the pillar members The portion of the surface provides a continuation of the guiding surface. 90 201022503 46. A method of constructing a building unit for constructing a building comprising a plurality of strata, the method comprising: (a) constructing a floor, a roof and at least one side wall a self-supporting unit whereby an interior of the unit and an exterior of the unit are defined; (b) at least one frame segment is attached to the exterior of the unit to structurally support a configuration in the building in use Building unit assembly above the object unit assembly. 47. The method of claim 46, wherein the method further comprises: (c) performing a stress reduction step prior to step (b). 48. The method of claim 47, wherein the step (a) comprises: constructing the self-supporting unit in a clamp or clamp; and wherein the step (c) comprises releasing the clamp or the clamp A clamping force applied. 49. The method of claim 47, wherein the step (c) comprises dissipating the thermally induced stress in the self-supporting unit. The method of any one of claims 46 to 49, wherein the step (a) comprises one or more of the following construction steps: forming a floor from a plurality of floor panels; forming from a plurality of wall panels At least one wall; forming a frame from the plurality of frame members; forming a roof from the plurality of roof panels; attaching at least one of a wall, a floor or a roof to a frame; 91 201022503 attaching at least one wall or wall assembly floor Attaching a roof or at least one roof panel to at least one wall. The method of any one of claims 46 to 50, wherein the frame segmentation comprises one of the structural frame segments as claimed in any one of claims 30 to 45 of the patent application. The method of any one of claims 46 to 51, wherein the method comprises defining at least one data point external to the self-supporting unit with reference to the one or more structural frame segments. 53. The method of claim 52, wherein the method further comprises fitting at least one of the interior of the building unit with reference to the at least one data point. 54. The method of claim 52, wherein the method further comprises attaching at least one front component to the building unit assembly with reference to the at least one data point. 55. The method of claim 54, wherein the method comprises transferring a measurement from the at least one data point to the interior of the self-supporting unit. 56. A method of deploying a building having a plurality of levels, comprising: designing a layout of the classes; defining a structural column grid common to a plurality of vertically adjacent levels; and a column of the column grid A plurality of cells in each of the levels are defined such that the column grids are disposed in a space between horizontally adjacent cells. 92 201022503 57. As claimed in claim 4, the method further comprises: adjusting the layout to accommodate the column grid and the space between the horizontal adjacent units. %, as in the method of applying for a patent _ 56, the further steps include: defining a structural column grid common to all classes. 59. If the method of applying the scope of the paste (4) is further, the steps include: Defining a plurality of crests corresponding to a plurality of hierarchical groups. 6〇.7 The method of claim 59, the further step of which includes locating the transition between the hierarchical groups that are used to form a plurality of groups. 61. A method of constructing a building; the method comprising: arranging a building using one of the methods as claimed in any one of claims 56 to 6; and a plurality of self-supporting buildings of the unit of the layout Each of the supporting building blocks (10) of the construction and the early H has a structural continuation segment connected to at least the basin attachment, which is aligned with the column grid of the boundary. 62. The method of claim 61, wherein the method comprises at least one in situ component of the building. The method includes constructing the method of constructing the item 62 of the patent application, the further comprising: stacking the plurality of self-supporting building unit assemblies in a defined configuration of the in-situ component of the building, and The self-cutting building early roll assemblies are connected to and connected to the self-supporting building unit assemblies. </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> </ RTI> <RTIgt; Object unit assembly. 65. The method of claim 64, further comprising performing any of the following steps on the self-supporting building unit assembly positioned thereby: inspecting adjacent self-supporting building unit assemblies Tolerance between at least components; checking for proper vertical and/or horizontal alignment between the structural support segments adjacent to the self-supporting building unit assembly; fitting such self-supporting building unit assemblies At least part of an interior; temporarily connecting a service piece between at least two self-supporting building unit assemblies; cutting off a temporarily connected service piece from a self-supporting building unit assembly; Or the cladding assembly is mated to a self-supporting building unit assembly.