CN103917725A - Anti-torsion construction system providing structural integrity and seismic resistance - Google Patents
Anti-torsion construction system providing structural integrity and seismic resistance Download PDFInfo
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- CN103917725A CN103917725A CN201380003782.8A CN201380003782A CN103917725A CN 103917725 A CN103917725 A CN 103917725A CN 201380003782 A CN201380003782 A CN 201380003782A CN 103917725 A CN103917725 A CN 103917725A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B1/2608—Connectors made from folded sheet metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B2001/2696—Shear bracing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C2003/026—Braces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
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- Physics & Mathematics (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
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- Working Measures On Existing Buildindgs (AREA)
Abstract
A system for constructing a residential or commercial structure and/or retrofitting an existing structure provides a series of construction components employed that cooperate with standard construction materials to enhance the building structural integrity when subjected to destructive wind forces, torsion forces, and seismic forces, such as those commonly associated with hurricanes and tornados. The resultant strength of the structure is increased beyond what the standard construction materials were capable of on their own. The components further cooperate with standard construction materials to provide a unitized system of structural integrity. The components further cooperate with a secondary water sealing ability to minimize and/or prevent influent water damage to the structure in the event that the primary sealing system is compromised.
Description
The cross reference of related application
The application requires the U.S. Patent application the 13/850th of submitting on March 26th, 2013, the priority of No. 984, U.S. Patent application the 13/850th, it is for No. 984 the U.S. Patent application the 13/613rd of submitting on September 13rd, 2012, the part continuation application of No. 441, U.S. Patent application the 13/613rd, require the U.S. Provisional Patent Application the 61/685th of submitting on March 26th, 2012 for No. 441, the interests of No. 793, U.S. Provisional Patent Application the 61/685th, require the U.S. Provisional Patent Application the 61/573rd of submitting on September 15th, 2011 for No. 793,943 interests.Whole disclosures of above-mentioned application are incorporated herein by reference.
Technical field
The disclosure relates to the uprising parts and residential structure or the pattern of trade that are enhanced to resist the damageability being applied by storm wind, heavy rain, torsion and seismic events.
Background technology
This part provides the background information relevant to the disclosure, and it may not be prior art.
As everyone knows, hurricane and cyclone produce to produce and damage and/or the house structure of the standard of destruction and the storm wind power of business structure.Known storm wind power removes and/or destroys the primary seal system of shingle nail, roof, side plate and facing.And well-known, the sudden and violent whole roof system of wind-power lifting also blows down and/or sucking-off wall.
The known bellows chamber relevant with hurricane storm to cyclone drawn together destructive straight line wind and structurally applied torsion other destructive power effectively this structure is turned on.In addition, the fierce impact structure of Earthquake-Type power effectively weakening such as the confining force of the conventional fastener of nail or screw for cyclone and hurricane storm.And, cyclone storm comprises whirlpool, sometimes be included in the several little whirlpool in Maelstrom, this whirlpool applies the wind of helical shape, the wind energy of this helical shape enough applies the known strong power wind wall that structure is applied to impact force, can effectively collide and/or knocks down structure and be not only the structure of blowing down.
The observation of cyclone Storm Events shows whirlpool with chirping of birds type (warble-like) pattern unconventional, unpredictable and that can not limit and/or advance in path and rotation simultaneously.Carry out patting in the case of the direction of flip-flop with it and provide similar effect and impact in the rotation brattice of structural power with respect to the movement of the chirping of birds type pattern on ground.As a result, frame-type structure suffers the remarkable damage being caused by the direct shock of cyclone conventionally, and the size of this and storm or classification are irrelevant.
In addition, well-known, storm wind power applies a large amount of wind and rain events, and even before structural member lost efficacy and/or be destroyed, wind and rain has just flowed into structure.Except the obvious inflow chance that the window by broken and/or other destroyed structural member cause, known Storm Events is blown into rain and by the function ventilation opening of intact roof system, even if thereby structural deterioration little or that there is no unsubstantiality occurs also produce Water Damage.
Except disaster caused by a windstorm and rain calamity, violent wind event applies the seismic forces acting on building, and it is different from by seismic seismic forces.Frame-type building seems that the blast part of reason is separately that the securing member that is generally nail and/or screw dies down significantly and loses its confining force in the time being subject to seismic forces.As a result, once the confining force of traditional nail and screw is destroyed, in fact structure is had to significant destruction impact force with after-applied wind-force, rain power, torsion and/or seismic forces.
In recording, patent exists in a large number by requiring to use any one in several strengthening parts to process the representative known technology of the storm power of various hurricanes or spout.But one of subject matter of all known example is that they can not meet our culture of doing yourself and the cost benefit that can not meet general mass consumption.
Another problem of known technology example is to record about these patents of structural strengthening system the mechanism all not comprising for be provided for the secondary containment system of structure destroyed in the shingle nail of structure and/or the primary seal system of side plate.
Another problem of known technology example is to record and do not comprise by utilizing basic framework type structure element to turn round and the mechanism of antidetonation for this structure provides anti-about these patents of structural strengthening system.
Destroying relevant patent and have the reference to some prior aries in recording to minimizing to flow into due to the water of storm, but again, these examples all do not meet our culture of doing yourself and the cost benefit that can not meet general mass consumption.In addition, known example does not all provide any reinforcement reinforcement, to improve the structural integrity of frame-type structure, thereby resists the destructive torsion being caused by storm or the brisance devastatingly being caused by storm and other seismic events.And the sealing system of these prior aries does not provide secondary containment system in the situation that primary seal system is destroyed.
Summary of the invention
This part provides disclosed roughly summary, is not its four corner or its characteristic full disclosure.
The present invention has overcome well-known problem with those skilled in the art by the mode of being easily familiar with and understanding.And, the invention provides feature and function for a lot of other application except disclosed preferred embodiment, those skilled in the art can easily recognize that this also embodies spirit of the present invention.
A preferred embodiment of the present invention relates to a kind of typical inhabitation element type or prefabricated house structure, its specific region in structure is enhanced and substantially strengthens standing better the destructive wind-force of hurricane and cyclone, as caused with straight line wind, torsion and/or seismic forces form.A preferred embodiment also provides secondary water-stop, its be used to primary watertightness barrier during storm by shingle nail and/or wallboard and maintain the rational barrier of the inflow of avoiding stormwater and wind and rain destroyed in the situation that.
It being understood that secondary water-stop claimed structure must maintain appropriate structural integrity; Therefore, a series of structural reinforcing is used and further maintains the structural integrity of opposing storm wind power for this purpose.Structural reinforcement system is made up of several subsystems, and these several subsystems all work jointly to strengthen the structural integrity of structure together.Below these subsystems include but not limited to:
Anchoring system
Wall hardened system
Rafter/joist constrained system
Wind beam system
Dividing plate (diaphragm) hardened system
Wall panel system
Roof slab system
Ventilation system
Window/door protection sealing system
Safe room system
The person skilled in the art will easily understand, although a lot of typical structures need to strengthen structure enough to resist violent storm wind by all listed subsystems, but some complicated structures may need other particular subsystem, and not too complicated system may only need the listed subsystem of part.The each subsystem of concise and to the point description below.
Further applicable field will become obvious by the description providing at this.Description in this summary and specific example are only not intended to limit the scope of the present disclosure for illustrative object.
Accompanying drawing explanation
Accompanying drawing described here only for selected embodiment but not the exemplary object of embodiment likely, but not be intended to limit the scope of the present disclosure.
Fig. 1 is the front, left perspective view of building structure anchoring system;
Fig. 2 is the front, left perspective view of the building structure of Fig. 1, and it further comprises wall hardened system;
Fig. 3 is the front, left perspective view in the region 3 of Fig. 2;
Fig. 4 is the front, left perspective view of a part for the building structure of Fig. 1, and it is modified the up-down structure being engaged by floor joist for illustrating;
Fig. 5 is the front, right perspective view in the region 5 of Fig. 3;
Fig. 6 is the end front perspective view of component truss;
Fig. 7 is and the front, left perspective view of the similar building structure of Fig. 2 that it further comprises wall panel system;
Fig. 8 is the front, left perspective view of roof slab system;
Fig. 9 is the front view of the roof slab system of Fig. 8;
Figure 10 is the section end view intercepting at 10 places, cross section of Fig. 9;
Figure 11 is the section end view of being changed to illustrate ventilation system by Figure 10;
Figure 12 is the schematic front view of building window/door protection sealing system;
Figure 13 is that being modified of Figure 12 is the front, left perspective view that comprises the building in inner explosion-proof room;
Figure 14 is the front, left perspective view for set up the piece bearing assembly of compression blocks queue (a line of compression blocking) at roof system or wall system;
Figure 15 is the front, left perspective view with the compression blocks queue of the piece supporting sub-component of multiple Figure 14;
Figure 16 is that the piece by similar Figure 14 that is applied to wall system supports the main phantom drawing of looking of compression blocks queue that sub-component forms;
Figure 17 is the top perspective of the gable end that bears against ceiling joist and the roof system structure element of roof system;
Figure 18 is the end perspective view of improved system for partition wall;
Figure 19 is the side perspective with the interior angle of the wall system of the feature of lateral angle supporting enhancing assembly;
Figure 20 watches the wall structure with lateral angle supporting enhancing assembly and the side perspective that is applied to the system for partition wall of roof system inwards from outside; And
Figure 21 is the front view of lateral angle supporting enhancer assembly.
In several views of accompanying drawing, corresponding Reference numeral is indicated corresponding part all the time.
The specific embodiment
Now with reference to accompanying drawing, each example embodiment is described more completely.
Referring to Fig. 1, anchoring system 10 is connected to the typical slab 12 that limits base configuration, comprise anchor bolt group 14 and multiple ad hoc structure member or structural posts 18, anchor bolt group 14 is embedded at least in part in slab 12 and is connected to the wall hardened system with multiple anchor supports 16, and multiple particular structural component or structural posts 18 are connected to anchor supports 16.The anchoring system 10 limiting as the present invention is the subsystem that building structure 20 is anchored to slab 12 or other base components.The enhancing system of a preferred embodiment provides specific the first anchor bolt 22 and the second anchor bolt 24, so that the suitable layout and the anchor mechanism that cooperate with other structural reinforcing parts to be provided.Alternative preferred embodiment adopts the anchor bolt parts of standard.No matter use specific anchor bolt 22,24 or the anchor bolt of standard, the disclosure all requires suitable anchor mechanism to comprise the anchor bolt and nut 26,28 that the free extension 22a of specific anchor bolt 22,24,24a are connected to anchor supports 16, between the member that anchor supports 16 separates in the order such as column 30,32, neotectonics slab 12, original slab of being built adopt, and for constructing or renovate the structure of creeping on the top of space wall or substrate wall.The free extension 22a, the 24a that are used for the anchor bolt 22,24 of each anchor supports 16 relatively locate with respect to the longitudinal axis 27 of the structural posts 18 that is connected to each anchor supports 16, with the axial-rotation/torsion of resisting structure pillar 18 the axial-rotation/torsion of resisting thus column 30,32.The disclosure utilizes anchoring system 10 so that each feature of wall hardened system 34 (illustrate and describe with reference to Fig. 2-3) and/or safe room system 72 (illustrate and describe with reference to Figure 13) cooperates and integrates.
Referring to Fig. 2 and refer again to Fig. 1, the wall hardened system 34 limiting as the disclosure be subsystem, and this subsystem is integrated into the typical upright post type wall structure 36 of building structure 20, to construct 36 compressive strength and the tensile strength that remarkable enhancing is provided to wall.Typical wood or the metal upright post construction wall 38 with the column 30,32 sequentially separating have suitable compressive strength, but have very little tensile strength, therefore during storm wind, are subject to the impact of lift.In addition, wall hardened system 34 of the present invention provides the opposing of the power to causing torsion and/or rhombus state.Specific structural element or structural posts 18 are the metal tube that is arranged in stud wall 38 and between the adjacent column along wall 38 and/or is arranged on 40 places, wall angle separated by a distance, make structural element 18 substantially than typical stud wall parts (for example, wood stud or metal upright post) firmer, and can be by firm and strong the riveting fixed system 10 of describing with reference to Fig. 1 that is attached to.According to an embodiment, plate 42 is connected to specific wall member 18 with bolt, and this specific wall member 18 is anchored into basic slab 12 and is connected to rafter/joist constrained system 46 by Double Tops plate 44 bolts.Wall hardened system 34 provides strong and firm connection from the base plate 48 of stud wall 38 from start to finish to the top board 44 of stud wall 38, and at top board 44 places of stud wall 38, it is again by firm and closely attached and termination.
Referring to Fig. 3 and refer again to Fig. 1-2, according to an embodiment, structural posts 18 is bolted to roof element 50,52 by the top board 44 of wall 38, for example, and the winding up and lower edge or rafter and ceiling joist of the roof truss of general roof system.Wall hardened system 34 use opposed end fastened/structural posts 18 that bolt is connected to building structure constrains in roof part, wall components and basic courses department together.
Referring to Fig. 4 and refer again to Fig. 1-3, the disclosure also connects and is applied to sandwich construction by adopting across the bolt of the floor joist structure 54 of compound wall structure 56, wherein reinforces column 18,18 ' via being bridged and being connected across the bolt connection piece 62,64 of floor joist structure 54 at upper floor 58 and the wall on lower floor 60.The disclosure is by adopting wall hardened system 34 each feature of anchoring system 10 and rafter/joist constrained system 66 (illustrate and describe with reference to Fig. 5) is cooperated with wall panel system 68 (illustrate and describe with reference to Fig. 7) and with dividing plate hardened system 70 (illustrate and describe with reference to Figure 10) and/or safe room system 72 (illustrate and describe with reference to Figure 13) and integrate and effectively utilize whole wall to construct 56.
Referring to Fig. 5 and refer again to Fig. 1-4, if the rafter/joist constrained system being limited by the present invention is firm and strong ground attachment means, for effectively winding up or rafter 50 and lower edge or ceiling joist 52 are connected to the top board 44 of stud wall 38, and be more importantly directly connected to wall hardened system 34.Rafter/joist constrained system 66 also at each crosspoint place of outer wall and inwall for each rafter 50 and/or joist 52 provide strong connection, no matter this each rafter 50 and/or joist 52 are directly connected to or are indirectly connected to the member 18 of wall hardened system 34.
Referring to Fig. 5, each wall strenthening member or structural posts 18 are bolted to rafter constraint connector 74.Typical truss example is provided, and wherein rafter constraint extension 76 is crossed in the lower edge 52 of truss 78 and winded up between 50.Rafter/joist constrained system 66 also prevents lift that rafter 50 and/or joist 52 produce due to storm wind power and destroyed.Rafter/joist constrained system 66 also prevents rafter 50 and/or joist 52 due to torsion and/or rhombus power and by easily distortion, this relative intensity that strengthens structure with opposing because tetanic line wind or cyclone whirlpool act on structural shearing force.Test and research have shown and teaching is to depart from the angle of about 15 degree of horizontal plane for resisting the best roof pitch of storm wind, and italian roof structure more adapts to storm than gable end structure, and it is better further to show that also less the cornicing of teaching extends than length the structure that cornices.
The disclosure and rafter/joist constrained system 66 can strengthen the standard roof construction that utilizes existing research, and also provide some to strengthen for other roof construction of the research that does not meet prior art, to realize best anti-riot structure.The present invention by adopt rafter/joist constrained system 66 feature so that wall hardened system 34 and wind beam system 80 (illustrate and describe with reference to Fig. 6) cooperate and integrate and effectively utilize whole roof system with each feature of roof slab system 82 (illustrate and describe with reference to Fig. 8), ventilation system 84 (illustrate and describe with reference to Figure 11), dividing plate hardened system 70 and/or safe room system 72.
Referring to Fig. 6, the wind beam system 80 limiting as the present invention for be used in rafter 50,50 ' and the junction of truss 52 for strengthening a series of reinforcement features of structural integrity of rafter and truss.Typical truss 52 strengthens with wind beam parts at tie point 86,88,90 places, and in several preferred embodiments, wind beam parts comprise wind beam string connector 92, wind beam extension 94 and wind beam ridge connector 96.Wind beam string connector 92 is the hardware that joist 52 is connected to the engagement member of angled orientation, according to several aspects, and center gable end column or girder 100 that the engagement member of this angled orientation is transversal orientation.Wind beam ridge connector 96 winds up or rafter 50,50 ' the two metal sheet for girder 100 is connected to.Wind beam extension 94 is for being used for wind beam string connector 92 to be connected to the U flute profile metal of wind beam ridge connector 96.Be included in nail plate and each nail at tie point place for the typical construction technology of rafter 50 and truss 52.During storm environment, if wind directly blows to roof parts, a side on roof is considered to windward side.As a result, the power that acts on roof makes its pressurized.By contrast, the opposition side on roof is called as leeward side, and produces the lift in this part that acts on roof.As a result, because the combination that a side on roof is pressed downward and opposite side is attempted to promote causes significant structural damage with relatively low power value simultaneously.
Together with wind beam system 80 use such as wind beam string connector 92, wind beam extension 94 and strong and reliable fastening member wind beam ridge connector 96 are reinforced roof rafter 52 and/or truss 98 effectively, it is effectively unified utilizes whole roof system, more to work as a unit rather than independent roof part.Wind beam system 80 is worked in traditional rafter system and/or traditional trussing.It will be appreciated by those skilled in the art that roof slope is steeper, the lift on leeward side is larger, and therefore in fact wind beam 80 needs firmlyer, and all things are all reciprocity.The present invention by adopt wind beam system 80 feature so that rafter/joist constrained system 66 cooperate with each feature of roof slab system 82, ventilation system 84, dividing plate hardened system 70 and/or safe room system 72 and integrate and effectively utilize whole roof system.
Referring to Fig. 7 and refer again to Fig. 1-6, for example, as the wall panel system 68 being limited by the present invention is decorated covering layer (, vinyl side plate, brick etc.) and provided before and cover and the improving one's methods of the outer wall 38 of hermetically-sealed construction applying other facade or other.Wallboard 42, for example veneer, uses bolt 102 to be connected to wall ruggedized construction pillar 18.Wall panel system 68 provides improved fastening method by plate 42 bolts are connected to wall hardened system 34, and in the time that structure is exposed to storm wind power, it guarantees that plate 42 will be held in place reliably.Because wall panel system 68 is held in place reliably during storm wind power, so it can, for wall 38 provides secondary water-stop, rain and resist and wind and rain with elementary covering during acting on structure at storm wind and weather seal facade situation destroyed and/or that lose.A preferred embodiment of the present invention comprises specific bolt fastener 102, this bolt fastener 102 is characterised in that the flat head portion 104 of expansion, there is the thorn 106 that is arranged in plate 42, and be included in the joint ring rib 108 on the downside 110 of head 104 of expansion, reliably and securely to keep and to maintain water-stop.In suitable application, wall panel system 68 is incorporated in safe room system 70, and the requirement that the fragment for preventing air transmission is penetrated is implemented.The present invention by adopting the feature of wall panel system 68 so that wall hardened system 34 and window/door is protected each feature of sealing system 112 (illustrate and describe with reference to Figure 12) and safe room system 72 to cooperate and is integrated effectively utilizes whole wall and construct.
Referring to Fig. 8 and refer again to Fig. 1-3, as providing, the roof slab system 82 being limited by the present invention (for example applying other facade or other decoration covering layer, shingle nail, metal etc.) cover before and seal improving one's methods of roof slab 114 (for example, the veneer of structure).The water-stop band 116 applying in the seam at the matched edges place of roof slab 114 helps to provide water-stop.Roof slab system 82 provides improved retention mechanism via the specific pattern arrayed applications of nail and/or screw and/or securing member, to keep being reliably attached to the cover plate 114 of rafter and/or joist structure.
Referring to Fig. 9 and refer again to Fig. 1-3 and Fig. 8, according to a preferred embodiment of the present invention, specific securing member 120 has relatively large head and the specific feature that keeps, so that the improvement that plate is remained to rafter and/or joist to be provided.Another preferred embodiment of the present invention is characterised in that cover plate 114, for tongued and grooved, provides water-stop with the atlernating edge by cover plate.Another preferred embodiment of cover plate 114 is characterised in that lapping edge 122, and lapping edge 122 presents water-stop edge at angular cut place.A preferred embodiment again of cover plate is included between adjacent rafter 50,50 ' and is positioned at the alignment piece (lineup blocking) 124 of the below at the edge 126 of adjacent cover plate 114, to provide reliable fastening surface for the whole edge 126 of cover plate 114.Alignment piece 124 also provides effective sealing surfaces and prevents the relative deflection at the matched edges place of adjacent cover plate below the edge of adjacent cover plate 114.Alignment piece 124 also provides suitable alignment and spacing between rafter 50,50 ', simultaneously torsion and the rhombus power of resistant function on rafter and joist.Alignment piece 124 also limits the continuous compression blocks queue being arranged between juxtaposed rafter and/or joist to prevent laterally collapsing of structure.
A preferred embodiment of alignment piece 124 is characterised in that support 128, and support 128 can be pre-assembled to the end of alignment piece 124 or be mounted after alignment piece 124 is mounted.Support 128 provides extra assembling simplification and the extra structural integrity of rafter 50 with cover plate 114 is provided.Another advantageous applications of the present invention adopts each feature that is placed on the watertight film 130 on cover plate 114 and/or covers the water-stop band 116 of (comprising ridge and paddy) on the matched edges of adjacent cover plate.
Referring to Fig. 9 and refer again to Fig. 1-8, the section of a preferred embodiment by roof slab system 82 illustrates the band 116 at lapping edge, alignment piece 124, alignment piece support 128, cover plate securing member 120, watertight film 130 and junction surface.Roof slab system 82 is for roof provides secondary water-stop, and the situation that is compromised and/or loses with elementary covering layer during storm process structurally and weather seal facade is rained and resisted and wind and rain.The present invention is by adopting roof slab system 82 so that each feature of wall hardened system 34, wind beam system 80, rafter/joist constrained system 66, roof slab system 82, ventilation system 84, dividing plate hardened system 70 and/or safe room system 72 cooperates and integrates and effectively utilize whole roof construction.
Referring to Figure 10, as the dividing plate hardened system 70 being limited by the present invention solves conventionally associated with house and business structure several dividing plate problems.A common dividing plate problem is the gable end of structure, and wherein the gable end 132 of for example triangle wall is formed an end of sealing roof system 134.Gable end 132 forms the gable end plane 136 in the triangular framing of gable end 132, and it is easy to be blown in response to storm wind or sucking-off.Another common dividing plate problem is the joist plane 138 being formed by any one (as directed joist 52) in the juxtaposed several rafter/joist/truss member of 132 one-tenth arrays of gable end of contiguous roof construction.Joist plane 138 is easy to warpage and/or distortion and/or distortion and/or transverse shift in response to storm wind power.A common dividing plate problem is the ceiling plane 140 being formed by the ceiling 142 on the downside of the juxtaposition array of joist 52 again.Ceiling plane 140 is easy to due to joist plane 138 warpage and bending in response to acting on structural storm wind.
The present invention is by adopting dividing plate hardened system 70 to overcome the problem associated with these dividing plates.A preferred embodiment of dividing plate hardened system 70 is characterised in that pearl type supporting (the pearling brace) 144 across gable end 132.Pearl type supporting 144 provides a series of particular stent 146 that cooperate with normal wood parts in a preferred embodiment, to strengthen the structural integrity of gable end plane 136.In another preferred pearl type embodiment, structural metal beam 148 with associated support across gable end 132, to strengthen the structural integrity of gable end plane 136.Another preferred embodiment of dividing plate hardened system 70 is characterised in that a series of joist supporting elements 150 across juxtaposed joist 52 arrays, to strengthen the structural integrity of joist array, thereby prevents that they are by storm wind adverse effect.
Joist supporting element 150 is fixedly secured to joist 52, thereby not only prevents that joist 52 from bearing disadvantageous joist plane 138 and be out of shape but also prevent that disadvantageous ceiling plane 140 is out of shape.Joist supporting element 150 is anchored to specific gable end support 152 securely at gable end 132 places, and gable end support 152 is then directly anchored to the parts of wall hardened system 34, and the parts of wall hardened system 34 then anchor to base components by whole structure.Joist supporting element 150 also comprises a rod element 154, and these rod element 154 one end attach to joist supporting element 150 and are then across to the tie point in pearl type supporting 144 with drift angle α to rising.Pole 154 forms by pole 154, gable end plane 136 and joist and supports the hypotenuse that 158 elements form, and it forms subsequently and strengthens structural mechanism so that aforementioned separator plate has structural integrity, and this was inaccessible before the present invention.The joist supporting 158 one or more joist supporting brackets 160 that are connected to joist 52 are also limited to the member of joist supporting element 150.
Continue referring to Figure 10, gable end plane 136, ceiling plane 140 and joist plane 138 are structurally enhanced by gable end support 152, joist supporting bracket 160, joist support 158, pole 154 and pearl type supporting 144 simultaneously.As a result, whole group of dividing plate effectively combined into entirety and is incorporated in the system of larger one-tenth entirety with structural integrity, to maintain the water-stop system of structure in the time bearing storm wind power.The present invention effectively utilizes dividing plate hardened system 70 by each feature that adopts and integrate anchoring system 10, wall hardened system 34, rafter/joist constrained system 66, wind beam system 80, wall panel system 68, ventilation system 84 and/or safe room system 72.
Referring to Figure 11, according to ventilation system 84 preferred embodiment, inside enters ventilation opening 162 and makes air and to omit the air the fine adjustment roof space 166 from the air space transmission through regulating of the inhabitation part 164 of limiting structure, wherein whole downside and the gable end 132 of roof system 170 isolated and sealed to closed pore spray foam 168, in case leak-stopping water.As the ventilation system 84 being limited by the present invention is provided for maintaining the scheme of the suitable thermal environment of the air in the roof space 166 of structure, thereby in the roof space 166, produce suitable interchange of air and/or adjusting.Typical method of ventilation comprises that a series of outside enters gravity vent, for example vent opening in eaves soffit, gable ventilation opening, ridge ventilation opening, turbine and skylight, in them much passively or provide dynamic modification to be introduced into.
All known outsides enter during subject matter that ventilation system exists is substantially the wind and rain under storm environment that they are easy to damaged and/or are removed completely, and this causes leaking and damage subsequently.The outside of all prior aries enters another subject matter that ventilation system exists substantially and is, even if it is intact that they manage to keep under storm environment, they are also easy to allow wind and rain under storm environment through them and enter into the roof space, and this causes leaking and damage subsequently.Therefore, a preferred embodiment of ventilation system 84 of the present invention provides specific external ventilation equipment for the inflow of air and the processing of outflow, this specific external ventilation equipment can keep firmly and is intact in function, and during storm environment, control simultaneously and relax wind and rain, water be exported and/or produce and/or discharge structure, thereby preventing the accumulation that inside configuration is damaged.
Another preferred embodiment of the present invention has been eliminated all outsides and has been entered ventilation opening, to eliminate the problem of any this position and/or associated ventilation equipment, and they are entered to ventilation opening 162 with the inside of little suitable dimension replace, inside enters ventilation opening 162 the modulated part of structure is directly connected to the roof space, with the air in " adjusting " roof space slightly.Therefore, not having outside to enter ventilation opening is communicated with between the modulated part in the inside of building structure and the surrounding air of building structure outside.The season of air through regulating in the roof space 166 in conjunction with 1 year and by suitably cooling and/or heating, to maintain the temperature range of appropriateness in the roof space 166.Due to the outside air that there is no inflow or flow out, in the roof space 166, can flow into the roof space 166 through the air regulating; But, effectively isolating seal system, for example closed pore spray foam 168, is applied to the whole downside of roof construction, is filled between rafter 50, so that aeroseal and water-stop to be provided, thereby prevents that air and penetration by water roof construction from entering in the roof space 166.Closed pore spray foam 168 isolation parts also cover and seal cover board 114 or shingle nail 172 or may penetrate cover plate 114 and enter any securing member of other external structure of the roof space 166, make to prevent from becoming that any of leakage paths may in the future.Closed pore spray foam 168 isolation parts also cover the wall 174 of gable end 132 in the same manner.The present invention is by adopting ventilation system 84 so that each feature of roof slab system 82, wind beam system 80, rafter/joist constrained system 66 and dividing plate hardened system 70 cooperates and integrates and effectively utilize whole roof construction joist.
Referring to Figure 12, a preferred embodiment of window/door protection system 112 is provided for the typical window 176 of residential structure, and window 176 is assembled the ornamental lid installed part 178 of installation, and the over cap 180 that makes to remove is fastened to reliably and covers installed part 178.Window/door the protection system 112 limiting as the present invention provides the over cap 180 on window 176, so that the possibility of the breaking-up during storm reaches minimum.A preferred embodiment of window/door protection system 112 is by a series of supports 182 and be designed to set up reliably with the installation hardware of the firm attachment of structure 184 and form; and receiving suitable over cap 180, this over cap 180 is designed to be assembled to the over cap support 182 of installation and cooperates with it.Over cap 180 can be stored until be needed as storm on the horizon and prepare.The support 182 of installing is installed to maintenance structure 184 and is designed to rational decoration.Another preferred embodiment of the present invention is characterised in that on door 188 and/or the similar over cap 186 of the inner side of door mounted externally, to prevent that they are blown into or outwards sucking-off during storm wind.Another preferred embodiment of the present invention is characterised in that the over cap on garage door (not shown), to prevent that they are inhaled into or outwards sucking-off during storm wind.The present invention adopt window/door protection system 112 with wall hardened system 34 and/or safe house between each feature of 72 cooperate and integrate.
Referring to Figure 13, the preferred embodiment in explosion-proof room 72 provides the overall room 190 of independent one-tenth of the air vents 194 that is constructed and is equipped with anti-riot door 192 and be positioned at building structure.Another preferred embodiment of the present invention is characterised in that explosion-proof room system 72, and it is prefabricated and be transported to job site by suitable reinforcing member, is then mounted, and making to build 196 can construct around it.As the explosion-proof room system 72 being limited by the present invention is provided for the enhancing structural member in self contained explosion-proof room, this self contained explosion-proof room is by firm and strong basic courses department and/or the slab that anchors to structure.Strengthen structural member and comprise those that play an important role in wall hardened system 34, anchoring system 10, rafter joist constrained system 66, wind beam system 80, door/window protection sealing system 112 and/or roof slab system 82; all enhancing structural members are grouped together to be created as overall structure, to be used as suitable explosion-proof room system 72.
Another preferred embodiment of explosion-proof room system 72 comprises the roof 198 that independently becomes overall, the anti-riot door 192 of reinforcing wall 200 and inwardly opening.Door is characterised in that hinge 202 and locking and the safety component 204 of enhancing, with bear in the case of it water of storm wind, flying chip and/or inflow, guarantee airtight.Explosion-proof room system 72 provides independently fresh air ventilation opening 194 open and provide water tight seals 206 in case fluid stopping enters water to prevent it in the situation that requiring except occupants with reinforcing door 192.Explosion-proof room system 72 provides the anti-riot room that is suitable for use as dual purpose room, such as closet, buttery, lavatory etc.A preferred embodiment of the present invention is characterised in that the explosion-proof room system 72 that uses the on-the-spot structure of suitable reinforcing member.
The present invention is by cooperating anchoring system 10, wall hardened system 34, rafter/joist constrained system 66, window/door protection sealing system 112, roof slab system 82, ventilation system 84, wind beam system 80, dividing plate hardened system 70 and wall panel system 68 and integrating and be effectively created as overall explosion-proof room system 72.
Referring to Figure 14, at least the first supporting bracket (blocking brace bracket) 207, and according to several aspects, first and second supporting brackets 207 are connected to piece supporting 208 to form piece supporting sub-component " A ".Multiple sub-components " A " are used to set up compression blocks queue on roof and/or wall system, as best visible with reference to Figure 15.Each sub-component " A " is connected and in placely provides improved structural strength with the frame-type structure element that effectively utilizes roof and/or wall system by bolt.The disclosure is introduced compression blocks queue and in conjunction with other structural reinforcement, is resisted the destructive power relevant to wind and/or seismic events with the whole frame-type structure element that effectively utilizes building.
Referring to Figure 15 and refer again to Figure 14, the partial view of compression blocks queue comprises by piece supporting 208 and is fastened to multiple sub-components " A " that the piece supporting bracket 207 of roof element 209 forms.Two supports 207 that juxtaposition is arranged on the both sides of roof element 209 link together by roof element 209 bolts, thereby set up strong and continuous compression blocks queue.Each support 207 is characterised in that the fastener hole riding in every side of piece supporting 208, and it provides stable drag to the torsion and/or the seismic forces that are applied on roof system.
Referring to Figure 16 and refer again to Figure 14-15, the partial view of compression blocks queue comprises the multiple sub-components " B " that are similar to sub-component " A ", and multiple sub-components " B " are made up of piece supporting 210 and the piece supporting bracket 207 that is fastened to wall elements 211.Two supports 207 that juxtaposition is arranged on the both sides of wall elements 211 link together by wall elements 211 bolts, thereby set up strong and continuous compression blocks queue.Each support 207 is characterised in that the fastener hole riding in every side of piece supporting 210, and it provides stable drag to the torsion and/or the seismic forces that are applied on roof system.
Referring to Figure 17, the partial view of typical frame-type building comprises the dividing plate enhancing system 220 that is assembled on large gable end truss 212 and bears against vertical column 219 and joist element 52.Dividing plate strengthens system 220 and comprises along its length and be attached to column 219 and be attached to the prefabricated supporting 213 of at least one level of truss 212 in each end 218.Supporting 213 is supported by least one angled prefabricated supporting 214, and this prefabricated supporting 214 utilizes dual U-shaped folder attachment leg 216 to be attached at least one horizontal prefabricated supporting 215.In the time that large gable end lattice construction is mounted, it needs other structural reinforcement with opposing destructive power, thereby at least one and be provided as required according to the prefabricated supporting 213 of multiple other levels of several aspects, the prefabricated supporting 213 of level is attached to vertical column 219.The prefabricated supporting 213 of level is supported by least one other angled prefabricated supporting 214, and this angled prefabricated supporting 214 utilizes dual U-shaped folder attachment leg 216 to be attached to horizontal prefabricated supporting 215.
Lateral support 215 is assembled and is positioned as the single U-shaped folder attachment leg 216 cooperating with joist element 52, to set up and to maintain the parallel distance of joist element 52.When wind-force and torsion are applied in frame-type when textural, joist 52 is easy to deflection or displacement.As a result, being attached to the plate such as gypsum plank of the inner room side of joist 52 can be destroyed and damage.The disclosure maintains the positioned parallel of joist by response wind-force and torsion and resists offset movement and also prevents that the plane of ceiling is destroyed simultaneously and provide improved structural integrity for joist 52.
Prefabricated horizontal supporting 213 is bolted to vertical column 219 and is connected to truss 212 at end 218 bolts along its length.This bolted system effectively utilizes whole gable end truss and applies wind-force and torsion thereon with opposing, also prevents that gable plane is blown into or sucking-off.The first angled prefabricated supporting 214 utilizes dual U-shaped folder support 126 to be attached to prefabrication transverse supporting 215.In the time that large gable is installed, may need second or the 3rd supporting system fully to resist damageability.In this installation, first jiao of supporting 214 that the second prefabricated angle supporting 214 can utilize dual U-shaped folder attachment leg 216 to be attached to prefabrication transverse supporting 215 or to install.The dividing plate strengthening strengthens system 20 and comprises fastening point, and at fastening point place, prefabrication transverse supporting 215 utilizes special anti-pivot brackets 217 to be secured to the bottom chord of truss 212.
Referring to Figure 18 and refer again to Figure 17, the connection of the system for partition wall 220 of enhancing comprises joist element 52, and joist element 52 maintains location by parallel spaced apart and via the single U-shaped folder attachment leg 222 that joist 52 is fastened to prefabrication transverse supporting 215.Prefabricated angled supporting 214 is fastened to prefabrication transverse supporting 215 by dual U-shaped folder attachment leg 216.The second prefabricated angle supporting 214 can utilize dual U-shaped folder attachment leg 216 be secured to first jiao of supporting 214 or be fastened to lateral support 215.Dual U-shaped folder attachment leg 216 can be slided along lateral support 215 and/or angled supporting 214, thereby suitable support member can be by drilling suitable bolt hole and on-site cutting on-the-spot installation at supporting 214 or 215 scenes.The attachment hole drilling in advance in dual U-shaped folder support 216, as boring guiding, is measured and locates by the position time of the installing hole of lateral support 215 or angled supporting 214 to save.
Anti-pivot brackets 217 is secured to prefabrication transverse supporting 215 and is bolted to truss bottom chord 221 in multiple positions.Installing hole in anti-pivot brackets 217 is positioned as and rides on lateral support 215, and it provides improved enhancing intensity and structural integrity to prevent that truss is because wind-force and/or torsion collapse and/or is sucked out for gable end truss.In anti-pivot brackets 217 other installing hole by connect by Double Tops plate 222 bolts downwards and directly bolt be connected to immediate constraint in the supporting strut of base components and turn round telescopic prop and cooperate and align with anti-.In traditional gable end lattice construction, by gable end truss being hinged on effectively to the position that bottom chord 221 coordinates with Double Tops plate 222, destructive power can make gable end truss collapse.The disclosure is by being combined into overall advantage and comprising that the support of the system for partition wall 220 of the enhancing of at least one anti-pivot brackets 217 overcomes this problem.
Referring to Figure 19, the interior angle of typical frame-type structure comprises the angle 224 between the wall that is positioned at two intersections that are made up of multiple columns 227, base plate 225 and Double Tops plate 226.Lateral angle supporting sub-component 223 is installed in every side at angle 224 and is fastened to column 227, is secured to basic anchor log, is upwards secured to roof element by Double Tops plate 226 downwards, and be fastened to angle 224 by base plate 225.This structure effectively utilizes the whole angle part of building to resist the damageability wind and the torsion that are applied by storm and seismic events.The disclosure is by providing the structural integrity of enhancing by the feature and advantage of a lot of architecture advances such as lateral angle supporting sub-component 223 in conjunction with running through total.
Lateral angle supporting sub-component 223 is suitably installed as shown in Figure 19 rides on building angle, wherein uses two sub-components.It is three sub-components 223 that the installation of inwall and outer wall infall may need, and wherein two sub-components 223 are along the outer wall orientation that rides on the angle of the crossing, and a sub-component is along inwall transversal orientation.All three sub-components will be secured to the angle of the crossing, and this is by the destructive wind-force from opposing to building and/or the torsion that provide the structural integrity of basic enhancing to be applied by storm and/or seismic events with.
Referring to Figure 20 and refer again to Figure 17-19, typical frame-type structure has the lateral angle supporting sub-component 223 each location along the cross walls engaging at 224 places, angle, 224, two, angle that two lateral angle supporting sub-components 223 are installed.Gable end truss 212 is mounted the bottom chord 221 of the Double Tops plate 226 that is connected to wall structure.Wallboard 225 is secured to column 227 in wall structure.Precast truss frame 234 is installed in rows side by side near gable end truss 212.The disclosure by providing fastening point to improve the structural integrity of wallboard between wallboard and sub-component 223.The disclosure is by providing the further enhancing gable end truss 212 of bolt connection that is upwards connected to anti-pivot brackets 217 (not shown)s from sub-component 223 by the Double Tops plate 226 of wall, and anti-pivot brackets 217 is bolted to truss bottom chord 221 and bolt is connected to dividing plate enhancing system 220.Compression blocks queue (as shown in Figure 15) is installed in truss 234.Sub-component 223 is bolted to angle 224, bolt and is connected to and is connected to the bolted roof element of truss 234, bolt that dividing plate strengthens system 220, is fastened to wallboard, bolt is connected by Double Tops plate 226, bolt and connects by base plate 225 and directly anchor to base components, effectively utilizes all frame-types with structural integrity and constructs elements.
Referring to Figure 21 and refer again to Figure 17-20, each sub-component can comprise at least two special anti-ly turn round telescopic prop 229, at least one laterally connects supporting 232 and at least one angle connection bracket 235.Laterally connect supporting 232 by being assembled in forming across beam 233 between two horizontal connection brackets 227.Porose to be provided for the fastening point of wallboard by preboring across beam 233.Pillar 229 is drilled with the fastener hole 228 for fastening wallboard separating along the length of pillar in advance.Pillar 228 is also porose to assemble horizontal connection bracket 227 acceptance angle connection bracket 235 by preboring.The lower end of pillar 229 has been assembled connection bracket 230, thereby allows the bolt by base plate 225 downwards to connect, to be directly fastened to base components.The upper end of pillar 229 has been assembled connection bracket 231 and has connected by Double Tops plate 226 and be connected to roof element with bolt.
Disclosure utilization significantly strengthens the structural integrity of belfry in the sub-component 223 at each angle place and the installation of dividing plate enhancing assembly 220.Except these reinforcements, the disclosure comprises anchoring system (not shown), compression blocks queue (describing with reference to Figure 15 and Figure 16), anti-roof system element and anti-integration and the advantage of turning round telescopic prop turned round, the structural framing type building that all these are grouped together to provide the one-tenth entirety that can resist sizable wind-force, torsion and/or seismic forces, is far better than the possibility before introducing the present invention.
The disclosure further comprises that the advantage of secondary containment system to maintain overall tightness at exterior trim and primary seal system destroyed during Storm Events in the situation that.
The feature that the disclosure further comprises the overall structural reinforcement system of whole one-tenth with become combination between overall safe house, thereby the maximum protection to Storm Events is provided.
The disclosure is provided for the improved system of typical house or pattern of trade, wherein a series of specific features be incorporated into together structural integrity to strengthen structure for example resist with hurricane and/wind-force that cyclone is associated, thereby for structure provides secondary relative water-stop, though in the primary seal system of shingle nail and/or side plate destroyed or removed by storm wind.As a result, known shingle nail and side plate seal for structure provides ornamental covering layer and primary water; But the disclosure provides secondary water-stop in the situation that of destroyed during primary seal system is being exposed to storm wind.
The disclosure further provides the structural reinforcement that can be applied to neotectonics and also can repair existing structure, with improve structural integrity and secondary seal for example resist with hurricane and/wind-force and seismic forces that cyclone is associated.The disclosure also provides the structural reinforcement cooperating with the structural member of standard, with improve structural member exceed its opposing for example with hurricane and/structural integrity of the wind-force that cyclone is associated and the initial ability of seismic forces, and further provide secondary containment system to prevent from flowing into water in the situation that primary seal system is destroyed.
The building material that is used for the typical preferred embodiment of structural reinforcing parts of the present invention is metal.Described parts can utilize such as the combination of any one or manufacture method in several typical methods of punching press, forging, bending, welding and be manufactured by metal.In addition, described parts can by the nonmetals such as plastics, reinforced plastics, glass fiber, composite material that are suitable for providing the intensity of given application to need and/or arbitrarily other suitable technologic material manufacture.
For the object that illustrates and describe, provide the aforementioned description of embodiment.It is not intended to be limit or restriction the disclosure.The individual component of specific embodiment or feature are not limited to this specific embodiment conventionally, but interchangeable and can in selected embodiment, use applicable in the situation that, even without special demonstration or description.The individual component of specific embodiment or feature can also change in a lot of modes.This variation will not be considered to deviate from the disclosure, and all these changes are intended to included within the scope of the present disclosure.
Claims (20)
1. a structural system, for building structure provides structural integrity with the destructive power of opposing torsion, seismic forces and storm wind and minimizes or prevent the inflow of the wind-driven wind and rain being associated, comprising:
Be connected to multiple subsystems of described building structure, described building structure comprises the wall construction with multiple columns and the roof structure with multiple parts, and described multiple parts comprise the combination of truss or joist and rafter, and described multiple subsystems comprise:
Anchoring system, is connected to basic courses department;
Wall hardened system, has the multiple structural posts that are positioned at respectively between the column being close in described column;
Lateral angle supporting hardened system, has along cross walls location and at building structure intersection angle position sub-component secured together;
Dividing plate hardened system, have be fastened to described roof structure gable end, be fastened to the joist of described building structure and be connected to multiple members of described anchoring system;
Compression blocks queue in described building structure; And
Rafter/joist constrained system, has the multiple members that respectively each described structural posts are connected to described roof structure, thereby described wall hardened system utilizes described structural posts roof part to be tied to together with described wall construction to described basic courses department.
2. structural system according to claim 1, wherein said subsystem is further included in the compression blocks queue in described roof structure, and this compression blocks queue has the bolt connection piece that rides on the alignment in independent piece supporting.
3. structural system according to claim 2, wherein roof slab is secured to described supporting.
4. structural system according to claim 1, wherein said multiple subsystems are further included in the compression blocks queue in described wall system, and this compression blocks queue has the bolt connection piece that rides on the alignment in multiple independent piece supportings.
5. structural system according to claim 4, wherein wallboard is secured to described supporting.
6. structural system according to claim 1, wherein said multiple subsystem further comprises the dividing plate hardened system of enhancing, the dividing plate hardened system of this enhancing comprises be fastened to horizontal at least one horizontal shore supporting on the gable end of described roof structure and by least one angled supporting, and the dividing plate hardened system of described enhancing comprises the anti-pivot brackets of the base components that is fastened to structural posts and is fastened to described anchoring system, described at least one angled supporting is connected at least one lateral support that is anchored on joist element.
7. structural system according to claim 6, wherein said at least one angled supporting is utilized dual U-shaped folder support and is attached at least one lateral support.
8. structural system according to claim 7, wherein said dual U-shaped folder support comprises prebored hole, installs and attached boring guiding to provide for scene.
9. structural system according to claim 6, wherein said lateral support is utilized single U-shaped folder support and is attached to joist element.
10. structural system according to claim 6, wherein said anti-pivot brackets comprises installing hole, is positioned as to be attached to the gable end structure that rides on lateral support and be secured to described anti-pivot brackets.
11. structural systems according to claim 6, wherein said anti-pivot brackets is directly fastened to described gable end, is directly fastened to the Double Tops plate of described wall construction and is directly fastened to the described lateral support of described dividing plate hardened system and be also connected to by the structural posts in described wall structure the base components of described anchoring system.
12. structural systems according to claim 1, wherein said subsystem further comprises lateral angle supporting reinforcement assembly, this lateral angle supporting reinforcement assembly comprises at least one structural posts, at least one is across beam and at least one angle connection bracket.
13. structural systems according to claim 12, further comprise the multiple structural posts using the fastening point as wallboard by prebored hole respectively.
14. structural systems according to claim 12, further comprise the multiple transverse beams using the fastening point as wallboard by prebored hole respectively.
15. structural systems according to claim 12, wherein said lateral angle supporting reinforcement assembly comprises by prebored hole to be fastened at least one angle connection bracket of angle structure element.
16. structural systems according to claim 12, wherein said lateral angle supporting reinforcement assembly is directly fastened to multiple angles structure element, is directly fastened to roof fastening element, is connected to base components and is directly fastened to wallboard by Double Tops plate.
17. structural systems according to claim 16, wherein said lateral angle supporting reinforcement assembly is also secured to described dividing plate hardened system.
18. structural systems according to claim 1, wherein said anchoring system comprises the anchoring piece that is connected to described basic courses department and partly extends from described basic courses department, each structural posts is connected to two described anchoring pieces.
19. 1 kinds of structural systems, for building structure provides structural integrity with the destructive power of opposing torsion, seismic forces and storm wind and minimizes or prevent the inflow of the wind-driven wind and rain being associated, comprising:
Be connected to multiple subsystems of described building structure, described building structure comprises the wall construction with multiple columns and the roof structure with multiple parts, and described multiple parts comprise the combination of truss or joist and rafter, and described multiple subsystems comprise:
Lateral angle supporting hardened system, has along the cross walls location of described wall construction and at building structure intersection angle position sub-component secured together;
Dividing plate hardened system, have be secured to described roof structure gable end, be fastened to the joist of described building structure and be fastened to multiple members of the anchoring system of described building structure;
Compression blocks queue in described building structure; And
Rafter/joist constrained system, has the multiple members that respectively each described structural posts are connected to described roof structure, thereby described wall hardened system uses described structural posts roof part to be tied to together with described wall construction to described basic courses department.
20. structural systems according to claim 19, wherein said subsystem further comprises:
The anchoring piece of described anchoring system, is connected to basic courses department and partly extends from described basic courses department; And
Wall hardened system, has the multiple structural posts that are positioned in respectively between the column being close in described column, and each structural posts is connected to two described anchoring pieces.
Applications Claiming Priority (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201261685793P | 2012-03-26 | 2012-03-26 | |
| US61/685,793 | 2012-03-26 | ||
| US13/613,441 | 2012-09-13 | ||
| US13/613,441 US8726581B2 (en) | 2011-09-15 | 2012-09-13 | Construction system providing structural integrity with integral seal |
| PCT/US2012/055809 WO2013040590A2 (en) | 2011-09-15 | 2012-09-17 | Construction system providing structural integrity with integral seal |
| USPCT/US2012/055809 | 2012-09-17 | ||
| US13/850,984 US8919050B2 (en) | 2011-09-15 | 2013-03-26 | Anti-torsion construction system providing structural integrity and seismic resistance |
| PCT/US2013/033936 WO2013148725A1 (en) | 2012-03-26 | 2013-03-26 | Anti-torsion construction system providing structural integrity and seismic resistance |
| US13/850,984 | 2013-03-26 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103917725A true CN103917725A (en) | 2014-07-09 |
| CN103917725B CN103917725B (en) | 2016-12-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201380003782.8A Active CN103917725B (en) | 2012-03-26 | 2013-03-26 | Structural integrity and the anti-torsion structure system of shock resistance are provided |
Country Status (8)
| Country | Link |
|---|---|
| JP (1) | JP6034951B2 (en) |
| KR (1) | KR101638779B1 (en) |
| CN (1) | CN103917725B (en) |
| AU (1) | AU2013239793B2 (en) |
| CA (1) | CA2849014C (en) |
| IL (1) | IL231790A0 (en) |
| SG (1) | SG11201402790QA (en) |
| WO (1) | WO2013148725A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252695A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation for the Windproof anti-seismic that house construction engineering uses |
| CN109252696A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation that house construction engineering uses |
| CN109853738A (en) * | 2019-01-25 | 2019-06-07 | 彭增鑫 | A kind of connection method of wood component |
| CN112211424A (en) * | 2020-07-29 | 2021-01-12 | 中国建筑科学研究院有限公司 | Reinforcing system for reinforcing existing masonry by outer sleeved portal type rigid frame and construction method |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101708004B1 (en) * | 2015-07-16 | 2017-02-17 | 성경일 | Light Weight Wood Framing System of Timber House And Method for Constructing Thereof |
| IT202200006944A1 (en) * | 2022-04-07 | 2023-10-07 | Marlegno S R L Tecnologie Del Legno | METHOD OF ANTISEISMIC STRENGTHENING OF A BUILDING AND RESPECTIVE BUILDING |
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- 2013-03-26 SG SG11201402790QA patent/SG11201402790QA/en unknown
- 2013-03-26 WO PCT/US2013/033936 patent/WO2013148725A1/en active Application Filing
- 2013-03-26 JP JP2015503474A patent/JP6034951B2/en not_active Expired - Fee Related
- 2013-03-26 CN CN201380003782.8A patent/CN103917725B/en active Active
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| US5384993A (en) * | 1993-11-15 | 1995-01-31 | Phillips; Belton R. | Tie down for building structures |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109252695A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation for the Windproof anti-seismic that house construction engineering uses |
| CN109252696A (en) * | 2018-11-08 | 2019-01-22 | 傲浒建设集团有限公司 | A kind of building for temporary habitation that house construction engineering uses |
| CN109252695B (en) * | 2018-11-08 | 2020-04-21 | 傲浒建设集团有限公司 | Windproof and anti-seismic temporary housing for house construction engineering |
| CN109853738A (en) * | 2019-01-25 | 2019-06-07 | 彭增鑫 | A kind of connection method of wood component |
| CN112211424A (en) * | 2020-07-29 | 2021-01-12 | 中国建筑科学研究院有限公司 | Reinforcing system for reinforcing existing masonry by outer sleeved portal type rigid frame and construction method |
| CN112211424B (en) * | 2020-07-29 | 2022-02-08 | 中国建筑科学研究院有限公司 | Reinforcing system for reinforcing existing masonry by outer sleeved portal type rigid frame and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2015512474A (en) | 2015-04-27 |
| KR101638779B1 (en) | 2016-07-12 |
| CN103917725B (en) | 2016-12-21 |
| CA2849014A1 (en) | 2013-10-03 |
| KR20140139089A (en) | 2014-12-04 |
| AU2013239793A1 (en) | 2014-05-22 |
| SG11201402790QA (en) | 2014-10-30 |
| AU2013239793B2 (en) | 2016-06-09 |
| CA2849014C (en) | 2016-06-21 |
| IL231790A0 (en) | 2014-05-28 |
| WO2013148725A1 (en) | 2013-10-03 |
| JP6034951B2 (en) | 2016-11-30 |
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