U.S. patent application number 09/754031 was filed with the patent office on 2002-02-21 for match framing system.
Invention is credited to Payer, William J..
Application Number | 20020020141 09/754031 |
Document ID | / |
Family ID | 26870058 |
Filed Date | 2002-02-21 |
United States Patent
Application |
20020020141 |
Kind Code |
A1 |
Payer, William J. |
February 21, 2002 |
Match framing system
Abstract
AN OVERALL, STRUCTURAL, MAINLY STEEL SYSTEM DEVELOPED FOR AN
EXTERIOR BUILDING LAYOUT. THIS OVERALL STRUCTURAL SYSTEM IS
COMPRISED OF VARIOUS COMBINATIONS OF INTERIOR CONFIGURATIONS AND
CORRESPONDING SPECIFIC BUILDING SYSTEMS. EACH SPECIFIC BUILDING
SYSTEM CONSIST OF STANDARDIZED STRUCTURAL ASSEMBLAGES AND MEMBERS.
FOR EACH SPECIFIC BUILDING SYSTEM, THE VARIOUS SHAPES OF THESE
STANDARDIZED ASSEMBLAGES AND MEMBERS ARE SIMILAR TO ALL OTHER
VARIOUS SHAPES OF ASSEMBLAGES AND MEMBERS UTILIZED IN THE OVERALL,
STRUCTURAL SYSTEM. THE ASSEMBLAGE COULD BE ERECTED IN A MULTI-STORY
FASHION. THROUGH BEAMS ARE UTILIZED EXTENDING THROUGH THE WEBS OF
THE ASSEMBLAGE GIRDERS.
Inventors: |
Payer, William J.; (Sugar
Hill, GA) |
Correspondence
Address: |
WILLIAM J PAYER
4860 PARKVIEW MINE DRIVE
SUGAR HILL
GA
30518
US
|
Family ID: |
26870058 |
Appl. No.: |
09/754031 |
Filed: |
January 2, 2001 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
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60174269 |
Jan 3, 2000 |
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Current U.S.
Class: |
52/741.11 ;
52/648.1; 52/650.1; 52/653.1; 52/653.2; 52/741.13; 52/741.14;
52/745.09; 52/745.17 |
Current CPC
Class: |
E04B 2001/2463 20130101;
E04B 2001/2457 20130101; E04B 2001/2496 20130101; E04B 1/24
20130101; E04B 2001/2448 20130101 |
Class at
Publication: |
52/741.11 ;
52/741.13; 52/741.14; 52/745.09; 52/745.17; 52/648.1; 52/650.1;
52/653.1; 52/653.2 |
International
Class: |
E04H 012/00; E04B
001/00; E04G 021/00; E04G 023/00 |
Claims
I claim:
1. The method for erecting typically a building site a structural
framework utilizing frame assemblage with a multitude of said frame
assemblage typically juxtaposed in a plurality of linear
arrangements of said frame assemblages in said structural framework
with said frame assemblage comprised of typically two
vertically-upwardly members with horizontally members abutting and
secured to said upwardly members with said upwardly members in
conjunction with the said horizontally members in form of typically
rectangular configuration with the said horizontally members
extending typically from said upwardly member to adjacent said
upwardly member with said frame assemblage of said upwardly members
and said horizontally members typically placed and typically
secured in said frame assemblage prior to the placement of adjacent
said frame assemblage and prior to the placement of adjacent
attaching member in the said structural framework with said
horizontally members either perforated or non-perforated with said
perforated shapes juxtaposed with protruding typically horizontally
perpendicular placed to said perforated member member shapes
extending through and attaching to said perforated horizontal
member.
2. Typically a building site a structural framework utilizing frame
assemblage with a multitude of said frame assemblage typically
juxtaposed in a plurality of linear arrangements of said frame
assemblages in said structural framework with said frame assemblage
comprised of typically two vertically-upwardly members with
horizontally members abutting and secured to said upwardly members
with said upwardly members in conjunction with the said
horizontally members in form of typically rectangular configuration
with the said horizontally members extending typically from said
upwardly member to adjacent said upwardly member with said frame
assemblage of said upwardly members and said horizontally members
typically placed and typically secured in said frame assemblage
prior to the placement of adjacent said frame assemblage and prior
to the placement of adjacent attaching member in the said
structural framework with said horizontally members either
perforated or non-perforated with said perforated shapes juxtaposed
with protruding typically horizontally perpendicular placed to said
perforated members member shapes extending through and attaching to
said perforated typically-horizontal member.
3. Typically a building system assemblage comprised of typically
two vertically-upwardly columns and horizontally placed beams
between said upwardly columns with said horizontally placed beams
abutting and secured to upwardly columns with said upwardly columns
and said horizontally placed beams typically juxtaposed within the
said assemblage with said assemblage placed within a typically
building framework with all or some of said assemblage columns and
beams typically positioned prior to alignment of said assemblage in
said building system.
4. A structural framing system utilizing typically-horizontally
placed beams and girders with said girders webs partially separated
with said beams extending through boundaries of said partially
separated webs of said girders.
5. The structural framing system of claim 4 with said partially
separated webs of said girders rotated typically perpendicular from
plane of said girder web with said partially separated webs
adjoining and providing structural support to said beams.
6. The said frame assemblage of claim 2 including a base and
members of said framework with said members in a plane intersecting
said frame assemblage with said members abutted and secured to said
frame assemblage.
7. The said frame assemblage of claim 2 including members of the
said framework with said members in a plane intersecting frame
assemblage with said members abutted and secured to said upwardly
members of said frame assemble.
8. The said frame assemblage of claim 2 including vertically and
horizontally members abutting and secured to the said frame
assemblage.
9. The said frame assemblage of claim 2 said upwardly members said
horizontally members being comprised of metal material.
10. The said frame assemblage said metal material of claim 9 being
comprised of channel-like sections.
11. The said frame assemblage said metal material of claim 9 being
comprised of tubular-like sections.
12. The said frame assemblage said metal material of claim 9 with
exterior coating.
13. The said frame assemblage said metal material of claim 9 with
exterior coating comprised rust-inhibitive material.
14. The said frame assemblage of claim 2 said upwardly members said
horizontally members abutted and secured by adjoining adjacent
materials by welds.
15. The said frame assemblage of claim 2 said upwardly members said
horizontally members abutted and secured by adjoining adjacent
material by bolts.
16. The said frame assemblage of claim 2 abutting and secured to
adjacent said frame assemblage prior to the placement of adjacent
said attaching member in the said typically building framework with
said typically building framework comprised of said adjacently
attached said frame assemblages.
17. The said frame assemblages of claim 16 attached or secured by
adjacent said upwardly member to said upwardly member of adjacent
said assemblage by bolts.
18. The said frame assemblages of claim 16 attached or secured by
adjacent said upwardly member to said upwardly member of adjacent
said assemblage by welds.
19. The said frame assemblages of claim 16 attached or secured by
adjacent said upwardly member to said upwardly member of adjacent
said assemblage by screws.
20. The said frame assemblage of claim 2 utilizing a multitude of
projected members abutting and secured to said framing assemblage
abutted and secured said attached member in said typically building
framework.
21. The said projected member of claim 20 abutted and secured to
adjacent said attached member to said upwardly member typically by
bolts.
22. The said projected member of claim 20 abutted and secured to
adjacent said attached member to said upwardly member typically by
welds.
23. The said projected member of claim 20 abutted and secured to
adjacent said attached member to said upwardly member typically by
screws.
24. The said frame assemblage of claim 20 juxtaposed in structural
typically building framework with said frame assemblage typically
perpendicular to adjacent frame assemblage.
25. The said frame assemblage of claim 2 with additional assemblage
typically between the boundaries of said frame assemblage.
26. The said frame assemblage of claim 2 with boundaries of said
frame assemblage placed adjacent to adjacent panel with said panel
typically rigidly secured and attached to said frame
assemblage.
27. The said panel of claim 26 positioned on a foundation base with
said panel juxtaposed against adjacent material or in close
proximity with said material typically located below the surface of
the earth.
28. The said frame assemblage of claim 2 with typically any amount
of adjacent piece or pieces secured and attached to said frame
assemblage to all or some said frame assemblage members with said
adjacent pieces positioned typically in the same plane and along
the length of the said frame assemblage members.
Description
BACKGROUND OF THE INVENTION
[0001] 1. Field of Invention
[0002] This invention relates to an assembly of components to be
used in a structure primarily for the purpose of resisting
loads.
[0003] 2. Description of Prior Art
[0004] The present-day construction of single and multi-story light
gage construction of light gage, cold rolled structural steel
predominates upon placement of individual studs lined up at
specified intervals. These studs are placed at each floor level
with a diaphragm placed on top for structural rigidity. Upon
completion of the first level studs and diaphragm, the second level
stud assembly is placed on top following the same construction
dictates as the first level. This type of construction continues up
each floor level.
[0005] When concrete is poured as a floor diaphragm, the concrete
must be allowed to sufficiently harden before the next level is
placed. Due to the uncertainties of the weather this process
extends the construction time and permits uncertainties into the
construction process.
[0006] Present building methods also require strap bracing to
resist lateral forces and to help stabilize each level of
construction. In present light gage steel construction, these
straps have a tendency to bubble out due to the compression
deflection on the light gage stud system. This phenomenon seriously
reduces the capacity of the strap and unless a field solution is
derived could result in collapse of the structure.
[0007] Present building methods for light gage steel multi-story
require five to six inches of concrete per floor. The dead load
placed on the structural directly relates to the horizontal force
resulting from earthquake type loadings. In multi-story motel
construction the dead load from use of the concrete slab
thicknesses noted above far exceeds the live load that building
codes permit for non-assembly rooms.
[0008] U.S. Pat. No. 3,304,675 which issued Feb. 21, 1967 to E.
Graham Wood et al discloses a system suitable for a two story
structures with use of prefabricated components. U.S. Pat. No.
3,429,029 which issued Feb. 25, 1969 to E. D. Perry et al discloses
a framing system of performed columns and beams.
[0009] U.S. Pat. No. 3,942,291 which issued Mar. 9, 1976 to Hirata
et al discloses a 3-dimensional space frame. U.S. Pat. No.
3,979,868 which issued Sep. 14, 1976 to Hambro Structural Systems,
Ltd. disclosed a composite deck filled with concrete. This system
uses the floor by floor approach and five to six inches of
concrete. U.S. Pat. No. 5,638,651 by Vern M. Ford issued on Jun.
17, 1997 discloses a panelized exterior skin consisting of a
membrane. U.S. Pat. No. 5,577,353 which issued Nov. 26, 1996 to
William G. Simpson discloses a frame system of steel members
coupled together by connecting plates.
SUMMARY OF THE INVENTION
[0010] The Match Framing System invention teaches that an assembly
of components being comprised of singular and similar unique
members and assemblies consisting of singular and similar unique
shapes can be utilized in a multiplicity of configurations. The
Match Framing System invention teaches that beams may be placed
through the girders. The Match Framing System invention teaches
that longitudinal load bearing wall assemblies may extend the
entire height of the structural wall and provide structural
resistance for horizontal loads placed parallel to the assembly
frame. The Match Framing System invention teaches that in addition
to resisting loads parallel to the frame alignment that these
assemblies in conjuction with transverse assemblies and pieces
resist loads in the direction perpendicular to the wall assemblies.
The Match Framing System invention teaches that the assemblies
provide efficient utilization of light gage steel. The Match
Framing System invention teaches that assembly connections in
conjuction with the art stated above are integral with the assembly
and provide continuity for distribution of loads. The Match Framing
System invention teaches that the structure design concept can be
juxtaposed with the total process of building construction. The
result of the above stated art accrues the following primary
benefits:
[0011] 1.) Increases building safety and structural building
quality.
[0012] 2.) Reduces overall cost associated with construction.
[0013] 3.) Decreases steel and concrete material utilization.
[0014] 4.) Reduces erection time and difficulty.
[0015] 5.) Benefits environment.
[0016] 6.) Lessons risk to field personnel.
[0017] 7.) Decreases complexity of component assembly.
[0018] 8.) Provides quicker delivery for building components.
[0019] 9.) Increase structural strength and reliability of
structural components for various loading conditions.
[0020] 10.) Provides construction less sensitive to weather.
[0021] 11.) Reduces overall work requirements for the various
groups involved in the construction process.
[0022] 12.) Provides greater overall variations in building
interior design for initial construction and future changes.
[0023] 13.) Provides a structure which offers increase structural
reliability during earthquakes and atmospheric induced storms.
Overall inherent structural and erection system safety would lesson
the risk to human life and injury as compared to present state of
art constructions.
[0024] 14.) Reduces floor heights by placing beams within
girders.
[0025] 15.) Provides exact placement of floor beams.
[0026] An object of this invention is to provide factory control
over fabrication of girder perforations. The main assemblies are
fabricated at either a workshop where quality control can be easily
monitored or in the field. The assemblies are of similar
fabrication.
[0027] The invention utilizes both hot rolled and light gage steel
columns. With the use of light gage steel members, shop fabrication
of frame girder perforations are relatively quick when compared to
hot rolled steel fabrication. Most light gage steel pieces are cut
to length by the steel piece supplier, thus saving in this step
production time as compared to that of a typical hot rolled
fabrication cutting process. Welding light gage steel assemblages
is also a relatively quick process when compared to the time taken
in hot rolled weldments. Additionally, most light gage material
arrives at the fabrication shop with a material covering placed by
the steel piece supplier, thus again saving time to the time spent
in a typical hot rolled fabrication painting process.
[0028] The assemblies may also be fabricated as generic building
assemblies and shipped upon an order for a match structure. The
match structure provides for a multiplicity of interior
configurations utilizing either the same or similar generic
assemblies.
[0029] An overall object of this invention is to provide a cost
effective structure which has both superior structural reliability
and load resistance to that used in present day construction. This
invention provides structural redundancies in cases of local
structural failures. Loads will distribute throughout the
structural framework as a result of the structural continuity of
the "Match" design. The invention has a reserve ability to resist
high lateral and earthquake loadings due to the stiffness of the
assembly frames and the structural coupling, if necessary, with
occasional mainly strap or tube braces. Bolts are utilized for most
frame assemblies providing increased quality through the rigid
construction bolts permit. The invention utilizes lower gage steel
thicknesses, than that of typical light gage construction,
providing a more efficient path of load resistance and decreasing
column vertical deflection, thereby, utilizing a more efficient use
of bracing. This invention provides for the use of steel
longitudinal roof bracing utilized for both roof diaphragm action
and vertical load distribution to adjacent assemblies.
[0030] This invention mainly utilizes a one and half to a four inch
thick concrete deck, thus reducing structure dead loads when
compared to that of the existing art light gage stud, steel
composite deck construction.
[0031] This invention utilizes a plywood, metal deck and concrete
floor systems. The plywood floor system is both cost effective and
lightweight. A gypcrete covering may be applied over the plywood.
The concrete floor system typically utilizes a three inch concrete
slab placed over metal deck. The metal deck may be indented to a
structurally interact to provided a composite system with the
concrete. The composite metal deck may be placed in manner to be
supported directly by the frames provided in the "Match" system.
Typically, when the composite metal deck is supported by floor
beams the amount of concrete utilized is reduced substantially over
present state of the art composite metal deck light gage
structures.
[0032] Another overall object of this invention provides that the
construction of the exterior frame may be completed before the
interior work is performed. Structures in cold climates will have a
longer construction season to that which present comparable
construction methods provide.
[0033] A significant advantage of this invention is that it
provides a multiplicity of interior configurations from use of the
same assemblies. These interior configurations may be mixed and
match in each structure.
[0034] A further benefit of this construction is that trade union
participation becomes less difficult for light gage steel
construction. Present construction methods of bearing walls may
require various union trades at the various floor levels of the
structure depending on the gage of steel member used. This
invention separates the lighter gage non-loading walls from the
heavier gage frame assemblies and pieces.
[0035] Another benefit of this invention is that structure is less
dependent on the quality of levelness of the concrete foundation
slab. Shims may be utilized to balance the assemblies with the
floor level for assembly erection.
[0036] A particular note is that this invention encourages the use
of all steel construction providing the public with a safer
structure with usage of materials that are non-combustible and
benefiting the owner and public with usage of materials that are
inedible to insects.
[0037] A further note is that this invention utilizes the similar
foundation layout currently being constructed for wood framed
structures of this type, thereby, providing similar structural
detailing when changing from wood design construction to steel
design construction.
[0038] An additional note of this invention is that less factory
fabrication of assemblies and pieces are required that offered by
most present panelization designs. Shipment of the assemblies and
pieces are less expensive than current panelization practices due
to the ability of this invention to overlap assembly pieces for
shipment. This overlap is the result of the placement in the field
of most wall girts in the vertical direction.
[0039] A further note is that this invention balances the column
uplift load requirements for a two or more story building with the
total dead load of the overall building system.
[0040] A particular note is that this invention offers is that four
to five story construction may be easier and more cost effectively
built when compared to existing light gage or hot rolled steel
state of the art methods.
[0041] A further note is that this invention reduces the column
wind uplift load requirements for a two or more story building. The
column wind uplift load is usually balanced by the total dead load
of the floor and wall system by utilization of an effective bracing
arrangement. Steel strap or tube bracing typically utilized in
light gage construction may be positioned with the "Match" system
frame leg locations. This arrangement allows for fewer bracing
locations within the structure.
[0042] Another further note is that this invention provides a
structure that may be removed and relocated to other locations. A
wood product diaphragm deck is used if future building plans call
for relocation.
[0043] An additional note is that the structure provides cost
effective solutions to high wind load areas and areas with high
seismic possibilities.
[0044] A further note is that the structure could be combined
easily with exterior wall materials. These materials could be
placed in a factory and shipped to the site and erected as one unit
with the frame system. These wall materials could be designed as a
foundation wall system. This foundation wall system could be
utilized within a basement of the structure with an overall
specialized design providing shelter against high winds and tornado
type loadings.
[0045] Another note is the system provides additional opportunities
due to the simplicity of the "Match" system frame standard design.
The commonality of shop fabrication detail encourages mass
production of the frame units and therefore providing respective
cost savings and thereby increasing the overall the fabrication
start to finish speed of delivery to the building site.
[0046] A particular note is that the frames provide both a raw
fabricated piece and a finished product. As a raw fabricated piece,
the frames could be easily reinforced to the desired structural
capacity required for the finished building product or erection
method utilized through use of additional material typically
screwed or welded in the field. The frames may be utilized solely
without additional reinforcing if load requirements have been met
for all standard "Match" frames.
[0047] A further note is that the "Match" system frames typically
utilizing light gage steel material are substantially lighter than
fabricated hot rolled or precast concrete "Match" frame assemblies.
The standard "Match" system are typically designed to stack both
efficiently and easily. A typical project usually requires only one
or two truck shipments from the fabrication shop to a building
site.
[0048] Another particular note is that the system does not
necessary utilize prefabricated trusses. A stick type roof system
is easily erected. The structural floor and wall system is
basically structurally independent from the roof system. With
additional working platforms utilized also for roof stability the
roof system is safely erected with spacing of the roof joist
matching the legs of the frames.
[0049] An additional note is that the "Matched" system is versatile
and easily altered in the field for adjustments due to possible
improper placement of foundation slab and utilities when compared
to an hot rolled steel structure.
[0050] A further particular note is that the speed of erection of
the "Matched" system could be substantially less over all other
types of present state of art constructions.
BRIEF DESCRIPTION OF THE DRAWINGS
[0051] While the specification conclude with claims particularly
pointed out and distinctly claiming the subject matter recorded as
forming the present invention, it is believed the invention will be
better understood but not limited to the following description
taken in connection with the accompanying drawings in which:
[0052] FIG. 1 shows elevation views of the typical frame assembly
utilized in combination frame assembly or end wall condition.
[0053] FIG. 2 shows elevation views of the typical frame utilized
in a singular frame assembly.
[0054] FIG. 3 shows elevation views of the typical frame utilized
in a multiple frame assembly.
[0055] FIG. 4 shows an elevation view of two typical frames
utilized in a combination frame assembly.
[0056] FIG. 5 shows an elevation view of two typical frames
utilized in a combination frame assembly supported by a foundation
base.
[0057] FIG. 6 shows an elevation view of two typical combination
frames utilized in an assembly with the combination frames
separated by an infill member with the total assembly supported by
a foundation base.
[0058] FIG. 7 shows an isometric view of a typical wall assembly
comprised of frames and a post with a variety of members attached
to the overall frame and post assembly.
[0059] FIG. 8 shows an elevation view of part of a typical wall and
adjacent floor assemblies with girders perforated and rotated to
attach through girder beams.
DESCRIPTION OF THE PREFERRED EMBODIMENT
[0060] Referring now to the drawing in which, identical or nearly
identical features are designated by the same designation, FIG. 1,
FIG. 2 and FIG. 3 shows elevation views of the typical frame
assembly utilized in a combination frame assembly or an end wall
condition with frame leg 1 providing for the frame assembly
vertical and lateral support with frame leg 2 to the frame. Frame
leg type 2 is typically used for a combination frame assembly,
multiple frame assembly or end wall framing condition. Horizontal
member 3 ties the two frame legs together and provides support for
floor beam members. Additionally, horizontal member 3 provides with
vertically-upwardly frame leg 1 and frame leg 2 resistance to
lateral loads. Base plate 5 transfers the loads from both frame
legs to the base. Base plate 5 is also utilized as a splice plate
for vertical positioning and connecting between lower and upper
frames if additional building height is required. Mark number 6
provides field identification of frames after field or shop
fabrication. For additional structural support, the column legs
could utilize high strength bolts. Holes 7 are provided for both
high load connections and electrical conduit positioning. Holes 7,
as shown, provides the connection for the roof support assemblies
with main roof members typically supported at the leg frames. The
frame could also be erected as a singular piece. Frame leg 8 is
utilized when a singular frame is required. Additionally, to
identify frames alternate mark designation methods may be utilized.
Mark designation 9 denotes the possible use of various localized
color coatings applied in the field or fabrication shop for
identification of frames.
[0061] FIG. 4 and FIG. 5 shows an elevation view of two typical
frames utilized in a combination frame assembly and a combination
frame assembly on a base. Frame legs 10 when properly attached
together provide additional capacity than that of the individual
capacity of the each leg frame designed separately. Screw 11 and
bolt 12 are utilized to attach separate frames legs into the
built-up member. The screws are typically self-drilling and easily
installed at the field site. Base 13 could be typically poured or
placed without the foundation anchor bolts placed prior to the
concrete pour. Continuous strip footings may be utilized for a
typical foundation system beneath the frame assemblies providing an
economical match of material between the foundation and the
structure above.
[0062] FIG. 6 shows an elevation view of two typical combination
frames utilized an assembly with the combination frames separated
by an infill member with the total assembly supported by a
foundation base with flange cut 14 primarily utilized for
attachment of a channel floor beam directly to the web of the
built-up leg frames. Typically, strap bracing, when required, is
also located when at this joint. Member 15 provides the typically
field placed infill beam between the two combination frames. Member
15 is typically screwed or bolted to the adjacent leg attachment
member. Member 15 may rotated in a direction providing a chase for
possible plumbing utility piping. Connection 16 typically provides
for this continuity of load between the horizontal members. As
required for a connection between the combination frame with a roof
support assembly, one vertical leg of combination frames may be
shorter than the other vertical leg. This positioning as depicted
by 17 allows for direct attachment of a typically, channel-like
roof assembly member to the web of combination frame longer leg.
Erection attachment 18 provides the frame a connector for primarily
erection loading. Anchor bolt 19 is typically a field drilled
connector which provides for the transfer of loads between the
foundation and the structure above. Typically, with strap placement
from one frame wall assembly to the adjacent opposite frame wall
assembly anchor bolt 19 is utilized mainly to resist the horizontal
forces.
[0063] FIG. 7 shows an isometric view of a typical wall assembly
comprised of frames and a post with a variety of members attached
to the overall frame and post assembly. Utilization of these
members demonstrates the overall versatility of the "Matched"
system and frame assemblies described herein. The frames are
typically lightweight and easily shipped and installed. Floor beam
20 is shown rigidly attached to the built-up frame legs. Placement
of the floor beams may be located on any location of the frame
assemblages horizontal members. Strap 21 consisting of typically a
sheet of steel attached to the frame. This member provides
resistance mainly to horizontal loads placed on the structure.
Other type bracing systems may be easily utilized with the
"Matched" system. Strap 22 shows strap bracing placed along the
plane of the face of the frames. The frames may be utilized both as
a finished produced and a raw material. A top track "C" section 23,
a typical cold rolled type section without lips, provide additional
structural resistance to various loads while also veing utilized as
a connector for the infill studs 24. The studs may be place in the
fabrication shop or in the field on ground level or placed after
the frame is in the final position. Additionally, veneer coverings
25 could be comprised of various materials and may be utilized for
both structural load resistance and architectural effects. The
frames are easily reinforced 26 with this reinforcement increasing
structural load capacities of the overall field assemblage. As a
raw material member, the frames may be utilized in a variety of
capacities in the field. The frames are easily adaptable to both
shop and field exterior coverings 27 and also such coverings
providing both increased structural capacity and enhanced
architectural effects. Additionally, poured concrete type of
reinforcement 28 provides protection for frames and superior
loading capacities. Increased building heights are provided with
poured concrete reinforcement of frames. Another element that lends
itself to the "Matched" design are typically field constructed post
29. Typically, post 29 is comprised from several members and is
utilized as a column support when a typical frame could not be
placed. Additionally, the frames provide support for finished
interior walls 30. Interior walls 30 are typically a sheetrock type
product commonly used in present building construction methods. The
frames may also be stiffened by exterior sheathing products 31
placed on the ground level or after field frame placement. Wood
products may be utilized for the exterior sheathing with proper
design detail. Besides floor beams, ceiling joist 32 is easily
placed on the frame top horizontal members. Additionally, bar joist
33 may be utilized in lieu of channel-like sections for support of
the floor and roof systems.
[0064] FIG. 8 shows an elevation view of a typical wall assembly
comprised of frame and a column of and adjacent frame with
perforated gider 34 extending from column to column of frame and
perforated girder 35 extending from frame column to adjacent frame
column. Connection 36 shows beam protruding through web of girder
with beam attached to rotated lip of girder. Connection 37 shows
girder attachment to frame column leg with both screws and bolts
being used at various stages of the the erection process. Hat
channel and sheetrock ceiling 38 is shown as the ceiling assemblage
that extends continuously without interruption beneath girders.
Reinforcement 39 is shown on bottom and provides additional girder
capacity to loads. Metal deck and concrete surface 40 shows the
flooring system utilized on every floor level. Roof assemblage 41
extends from frame to frame. Bracing system 42 provides stability
for the structure.
* * * * *