US20030230032A1 - Take-up devices for use in building structure - Google Patents
Take-up devices for use in building structure Download PDFInfo
- Publication number
- US20030230032A1 US20030230032A1 US10/167,477 US16747702A US2003230032A1 US 20030230032 A1 US20030230032 A1 US 20030230032A1 US 16747702 A US16747702 A US 16747702A US 2003230032 A1 US2003230032 A1 US 2003230032A1
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- United States
- Prior art keywords
- piston
- housing
- take
- cylindrical chamber
- holdown
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
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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
-
- 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
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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
- E04B2001/2688—Connection to foundations with metal connectors self adjusting, e.g. for compensation of shrinkage
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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
Definitions
- the present invention relates to take up devices for use in building structures and is useful in particular, but not exclusively, holdowns for reinforcing building structures against seismic vibrations and hurricane damage.
- a take up device which comprises a housing secured by fasteners to a building structure, the housing defining a cylindrical chamber containing a piston and a fluid, i.e. a liquid or a gas, with a piston rod projecting from one or both ends of the housing.
- a fluid i.e. a liquid or a gas
- One end of the piston rod is connected to a foundation anchor, and a fluid passage interconnects portions of the cylindrical chamber at opposite sides of the piston.
- the fluid passage is provided with a one-way valve.
- the one-way valve allows the housing to move in one direction, i.e. toward the anchor member, relative to the piston in order to maintain a tight connection between the housing and the anchor.
- This tightening movement counteracts any compression of the wooden components of the building structure.
- the one-way valve counteracts flow of the fluid in the opposite direction through the fluid passage so as to prevent loosening of this connection.
- the present take up device may be used as a holdown or part of a holdown, e.g. for securing a building structure to a foundation, or as a take up device between e.g. horizontally or vertically adjacent building components.
- the fluid passage is formed by a clearance between the piston and the wall of the cylindrical chamber, and the one-way valve comprises an annular seal between the piston and the cylinder wall.
- a further fluid flow passage may be provided, e.g. through the piston or bypassing the piston, to allow relaxation of the connection.
- FIG. 1 shows an exploded view, in perspective, of a holdown according to a first embodiment of the present invention
- FIG. 2 shows a view in perspective of components of the holdown of FIG. 1;
- FIG. 3 shows a view in perspective of a piston and an annular seal forming parts of the holdown of FIG. 1;
- FIG. 3A shows a view taken it in cross-section through the annular seal of FIG. 3 along the line 3 A- 3 A of FIG. 3;
- FIGS. 4 and 4A show views corresponding to those of FIGS. 3 and 3A, but of a modified annular seal
- FIGS. 5 and 5A show views in vertical cross-section through a housing, a piston and a one-way valve forming components of the holdown of FIG. 1;
- FIGS. 6 and 7 show views corresponding to that of FIG. 5 but illustrating modifications of the holdown components of FIG. 5;
- FIG. 8 shows a view in perspective of the holdown of FIG. 1 in an assembled condition
- FIGS. 9 and 9A show views corresponding to that of FIG. 8, but illustrating modifications of the holdown of FIG. 8;
- FIG. 10 shows a broken-away view, in perspective, of another modification of the holdown of FIG. 1;
- FIG. 11 and 12 shows views in perspective of two further modifications of the holdown of FIG. 1, in a partly exploded condition
- FIGS. 13 and 14 show, respectively, a view in perspective of the holdown of FIG. 1 with added components and a broken-away view in side elevation of an application of that holdown;
- FIGS. 15 through 22 show views corresponding to those of the FIGS. 13 and 14, but illustrating different applications of the holdown according to the present invention.
- a holdown indicated generally by reference numeral 10 has a housing 12 provided with a housing cover 14 , which is secured to the housing 12 by screws 15 .
- a piston 16 on a piston rod 18 is located in a cylindrical chamber 20 (FIG. 5) in the housing. 12 .
- the cylindrical chamber 20 is closed at one end by the housing cover 14 and, at its opposite end, by a wall 22 of the housing.
- the housing cover 14 has a cylindrical recess accommodating a bushing 24
- the wall 22 has a cylindrical recess accommodating a bushing 26 .
- the piston rod 18 extends in opposite directions from the piston 16 through the bushings 24 and 26 , and has opposite threaded ends 28 and 30 .
- the outer diameter of the piston 16 is less than the inner diameter of the cylindrical chamber 20 , so that a clearance 31 (FIGS. 5 and 5A) is provided between the periphery of the piston 16 and the cylindrical wall of the cylindrical chamber 20 .
- An annular seal 32 extends around the periphery of the piston 16 and provides a seal between the piston 16 and the wall of the cylindrical chamber 20 , as described in greater detail below. More particularly, and as shown in FIG. 3A, the annular seal 32 has a U-shaped cross-section comprising limbs 34 and 35 connected by an intermediate portion 36 .
- the limb 34 which is the outermost limb, is normally in sealing contact with the cylindrical wall of the cylindrical chamber 20 , and the inner limb 35 is in sealing contact with the piston 16 .
- FIGS. 4 and 4A show a modified O-ring 38 , which has first and second limbs 39 and 40 , extending toward one side of the O-ring 38 , which are in sealing contact with the cylindrical wall and the piston 16 , respectively, and third and fourth limbs 42 and 43 extending oppositely from the limbs 39 and 40 , and sealingly contacting the cylinder wall.
- the O-ring 38 of FIGS. 4 and 4A is used instead of the O-ring 32 on the piston 16 , as shown in FIG. 6 and described in greater detail below.
- the piston 16 has an annular intermediate surface 46 , which is cylindrical, between an annular peripheral projection 48 , forming a shoulder on the piston 16 , and a frustoconical surface 50 , which tapers convergently from the annular intermediate surface 46 .
- the modified annular seal 38 as shown, in FIG. 6, extends around the annular intermediate surface 46 , with its limbs 39 and 43 in sealing contact with the annular intermediate surface 46 .
- the holdown 10 is provided with inlet openings 52 and 54 which are provided with threaded plugs 55 and through which a fluid is introduced into the cylindrical chamber 20 at opposite sides of the piston 16 .
- the opening 52 is provided in the housing 12 , and communicates directly with the cylindrical chamber 20
- the opening 54 is provided in the housing cover 14 and communicates with the cylindrical chamber 20 through an axial passage 56 in the housing cover 14 .
- the piston is able to move along the cylinder 20 toward the housing cover 14 , e.g. in response to shrinkage of the wooden building components secured by the holdown 10 as described below, so that the housing 12 is able to move relative to the piston 16 toward the end 30 of the piston rod 18 .
- the pressure of the fluid in the portion of the cylindrical chamber 20 between the piston and the housing cover 14 causes some of the fluid to flow through the clearance 31 between the piston 16 and the wall of the cylindrical chamber 20 , thereby causing the annular seal 32 to be dislodged from the annular intermediate surface 46 to the frustoconical surface 50 , as shown in FIG. 5A.
- the annular seal 32 no longer provides a seal between the piston 16 and the wall of the cylindrical chamber 20 .
- the annular seal 32 serves as a one-way valve, which allows the piston 16 to be displaced in one direction relative to the housing 20 but which counteracts, or even prevents, displacement of the housing 12 in the opposite direction relative to the housing 20 .
- the piston 16 is also formed with a further annular peripheral projection 52 , toward which the frustoconical surface 50 tapers.
- This further annular peripheral projection 52 serves to retain the annular seal 32 on the piston 16 when the seal is displaced, as described above, from the annular intermediate surface 46 to the frustoconical surface 50 .
- FIG. 6 shows a modification of the piston 16 , which is indicated by reference numeral 60 .
- the piston 60 differs from the piston 16 in that the piston 60 , which is otherwise the identical to the piston 16 , is formed with a boring 62 extending through the piston 60 , parallel to the longitudinal axis of the piston rod 18 .
- This boring 62 provides a further fluid flow passage interconnecting the portions of the cylindrical chamber 20 at opposite sides of the piston 16 , and allows a restricted flow of the fluid past the piston 16 .
- the annular seal 32 is replaced by the annular seal 38 .
- the piston 16 is enabled to move gradually toward the housing wall 22 . Consequently, when this modified piston 60 is substituted for the piston 16 in the holdown 10 , the latter acts as a dampener.
- FIG. 7 illustrates a further modified piston, indicated by reference numeral 64 , which is identical to the piston 60 of FIG. 6 except that the piston 64 is additionally provided with a flow control screw 66 , in the form of a grub screw, which can be screwed into a correspondingly threaded opening 68 in the piston 64 .
- the flow control screw 66 can be adjusted so as to obstruct, to a greater or lesser extent, the cross-sectional area of the boring 62 and, thus, so as to adjustably restrict the flow of fluid through this further flow passage and, thereby, to control the damping effect of the piston 64 .
- FIG. 8 shows a view in perspective of the holdown 10 of FIG. 1 in an assembled condition.
- FIG. 9 shows a view corresponding to that of FIG. 8 but illustrating a modification of the holdowns of FIGS. 6 and 7, indicated generally by reference numeral 10 A, in which the piston 16 is provided, i.e. the piston lacks the further flow passage formed by the boring 62 in the piston 60 or 64 , but in which the opposite sides of the piston 16 are instead interconnected by a further flow passage extending through a tube 70 at the exterior of the housing.
- the tube 70 is provided with a check valve 69 controlling flow through the tube 70 .
- FIG. 9A shows the holdown of FIG. 9 modified by the provision of an adjustment screw 71 , which can be screwed into the check valve 69 to a greater or lesser extent in order to correspondingly adjust the flow through the tube 70 .
- FIGS. 10 to 12 show further modifications 10 B, 10 C and 10 D of the holdown 10 , in which flow passages within the housings of the modified holdowns interconnect the portions of the cylindrical chambers at opposite sides of the pistons.
- an auxiliary chamber 72 communicates through openings 74 and 76 with opposite sides of the piston.
- a modified piston rod 16 C projects downwardly from the holdown 10 C but does not project upwardly through a cover 14 C of a housing 12 C.
- a spring (not shown) is provided between the piston 16 C and the housing 12 C.
- An auxiliary chamber 78 corresponding to the chamber 72 of FIG. 10, interconnects opposite sides of piston 16 C.
- the holdown 10 D of FIG. 12 is similar to the holdown 10 C except that, as shown in FIG. 12, the upper end 28 of the piston rod 18 projects through housing cover 14 D.
- FIG. 13 shows the holdown 10 mounted on a pair of parallel elongate support blocks 100 , which are provided with through-openings 102 for receiving fasteners, for example screws (not shown).
- the holdown 10 of FIG. 13, together with its support blocks 100 is shown mounted on the top of a building structure indicated generally by reference numeral 104 at the top of the building structure 105 .
- the fasteners (not shown) extend through the support blocks 100 so to secure the holdown 10 to the top of a plate 104 .
- the piston rod 18 thus extends vertically, and its lower threaded end 30 is connected through a plurality of connecting rods 106 and couplings 108 to an anchor bolt 110 , which is secured in a concrete foundation 112 .
- FIG. 14 Two further holdowns 10 are shown in FIG. 14, which are interconnected between two of the couplers 108 and plates 109 on joists 111 at intermediate floors of the building structure 105 . However, these two further holdowns 10 may be omitted if not required.
- FIG. 15 shows the holdown 10 secured to one face of a vertical metal plate 112 , formed with bolt holes 113 , with a support block 114 , which is fixed to the plate 112 , underlying the housing 12 of the holdown 10 .
- a plurality of such holdowns 10 each provided with a respective vertical plate 112 , can then be bolted to vertical studs 116 of building structure, as shown in FIG. 16, and connected between the uppermost holdown 10 , which is similar to that of FIG. 13, and the anchor bolt 110 .
- FIG. 17 shows the holdown 10 secured to a pair of a vertical metal plates 120 .
- these vertical plates can then be secured by nuts 122 and bolts 123 between a pair of studs 124 , with the bolts 123 extending through bolt holes 126 in the plates 120 and through the studs 124 , the holdown 10 being connected between the anchor bolt 110 and the lower end 30 of the piston rod 18 by one of the couplers 108 .
- the upper end 28 of the piston rod 18 is connected by a further coupler 108 and connecting rod 106 to an overlying holdown (not shown).
- FIG. 19 shows the holdown 10 mounted on a conventional sheet metal holdown indicated generally by reference numeral 130 .
- the holdown 130 is secured to a pair of studs 132 by a pair of bolts 134 , each provided with a nut 136 and a washer 138 (FIG. 20).
- the holdown 10 is mounted on an intermediate portion 140 of the holdown 130 extending between opposite sidewalls 142 and is connected by coupler 108 to the anchor bolt 110 .
- FIG. 21 shows a further arrangement of the holdown 10 , which in this case is mounted between a pair of identical elongate rectangular plates 150 , to which the housing 12 of the holdown 10 is attached by welding or otherwise.
- the plates 150 are formed with circular openings 152 , which are connected through tubes 154 welded or otherwise attached to the plates 150 .
- the holdown 10 together with the plates 150 are located between a pair of wooden studs 156 , with bolts 158 extending through the studs 156 and through the tubes 154 and secured by nuts 160 .
- the holdown 10 is again connected through coupler 108 to the anchor bolt 110 .
- the fluid provided in the holdowns according to the present invention may be hydraulic fluid or any suitable inert gas.
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Abstract
Description
- 1. Field of the Invention
- The present invention relates to take up devices for use in building structures and is useful in particular, but not exclusively, holdowns for reinforcing building structures against seismic vibrations and hurricane damage.
- 2. Description of the Related Art
- Holdowns are used in wood frame building structures in order to secure the structures to their concrete foundations. For this purpose, conventional holdowns are made of sheet metal and are secured by nails, bolts and other fasteners to the wooden components of the building structure and by anchor bolts to the concrete foundations of the buildings.
- It is found, in practice, that nuts securing the holdowns to the anchor bolts tend to become loose, after a period of time, as a consequence of wood shrinkage due to drying and, also, due to vibration of the building structure caused by seismic activity.
- It is, therefore, an object of the present invention to provide a novel and improved take up device for building structures which will counteract such loosening of the securing nuts.
- According to the present invention, there is provided a take up device which comprises a housing secured by fasteners to a building structure, the housing defining a cylindrical chamber containing a piston and a fluid, i.e. a liquid or a gas, with a piston rod projecting from one or both ends of the housing. One end of the piston rod is connected to a foundation anchor, and a fluid passage interconnects portions of the cylindrical chamber at opposite sides of the piston. The fluid passage is provided with a one-way valve.
- In use, the one-way valve allows the housing to move in one direction, i.e. toward the anchor member, relative to the piston in order to maintain a tight connection between the housing and the anchor. This tightening movement counteracts any compression of the wooden components of the building structure. However, the one-way valve counteracts flow of the fluid in the opposite direction through the fluid passage so as to prevent loosening of this connection.
- The present take up device may be used as a holdown or part of a holdown, e.g. for securing a building structure to a foundation, or as a take up device between e.g. horizontally or vertically adjacent building components.
- In a preferred embodiment of the invention, the fluid passage is formed by a clearance between the piston and the wall of the cylindrical chamber, and the one-way valve comprises an annular seal between the piston and the cylinder wall.
- To allow the present device to act as a dampener, e.g. for dampening seismic vibrations of the building structure, a further fluid flow passage may be provided, e.g. through the piston or bypassing the piston, to allow relaxation of the connection.
- The invention will be more readily understood from the following description of preferred embodiments thereof given, by way of example, with reference to the accompanying drawings, in which:—
- FIG. 1 shows an exploded view, in perspective, of a holdown according to a first embodiment of the present invention;
- FIG. 2 shows a view in perspective of components of the holdown of FIG. 1;
- FIG. 3 shows a view in perspective of a piston and an annular seal forming parts of the holdown of FIG. 1;
- FIG. 3A shows a view taken it in cross-section through the annular seal of FIG. 3 along the line3A-3A of FIG. 3;
- FIGS. 4 and 4A show views corresponding to those of FIGS. 3 and 3A, but of a modified annular seal;
- FIGS. 5 and 5A show views in vertical cross-section through a housing, a piston and a one-way valve forming components of the holdown of FIG. 1;
- FIGS. 6 and 7 show views corresponding to that of FIG. 5 but illustrating modifications of the holdown components of FIG. 5;
- FIG. 8 shows a view in perspective of the holdown of FIG. 1 in an assembled condition;
- FIGS. 9 and 9A show views corresponding to that of FIG. 8, but illustrating modifications of the holdown of FIG. 8;
- FIG. 10 shows a broken-away view, in perspective, of another modification of the holdown of FIG. 1;
- FIGS. 11 and 12 shows views in perspective of two further modifications of the holdown of FIG. 1, in a partly exploded condition;
- FIGS. 13 and 14 show, respectively, a view in perspective of the holdown of FIG. 1 with added components and a broken-away view in side elevation of an application of that holdown;
- FIGS. 15 through 22 show views corresponding to those of the FIGS. 13 and 14, but illustrating different applications of the holdown according to the present invention.
- As shown in FIG. 1, a holdown indicated generally by
reference numeral 10 has ahousing 12 provided with ahousing cover 14, which is secured to thehousing 12 byscrews 15. - A
piston 16 on apiston rod 18 is located in a cylindrical chamber 20 (FIG. 5) in the housing. 12. Thecylindrical chamber 20 is closed at one end by thehousing cover 14 and, at its opposite end, by awall 22 of the housing. Thehousing cover 14 has a cylindrical recess accommodating abushing 24, and thewall 22 has a cylindrical recess accommodating abushing 26. Thepiston rod 18 extends in opposite directions from thepiston 16 through thebushings ends - The outer diameter of the
piston 16 is less than the inner diameter of thecylindrical chamber 20, so that a clearance 31 (FIGS. 5 and 5A) is provided between the periphery of thepiston 16 and the cylindrical wall of thecylindrical chamber 20. Anannular seal 32 extends around the periphery of thepiston 16 and provides a seal between thepiston 16 and the wall of thecylindrical chamber 20, as described in greater detail below. More particularly, and as shown in FIG. 3A, theannular seal 32 has a U-shapedcross-section comprising limbs intermediate portion 36. Thelimb 34, which is the outermost limb, is normally in sealing contact with the cylindrical wall of thecylindrical chamber 20, and theinner limb 35 is in sealing contact with thepiston 16. - FIGS. 4 and 4A show a modified O-
ring 38, which has first andsecond limbs ring 38, which are in sealing contact with the cylindrical wall and thepiston 16, respectively, and third andfourth limbs limbs ring 38 of FIGS. 4 and 4A is used instead of the O-ring 32 on thepiston 16, as shown in FIG. 6 and described in greater detail below. - As can be seen in FIG. 5, the
piston 16 has an annularintermediate surface 46, which is cylindrical, between an annularperipheral projection 48, forming a shoulder on thepiston 16, and afrustoconical surface 50, which tapers convergently from the annularintermediate surface 46. The modifiedannular seal 38, as shown, in FIG. 6, extends around the annularintermediate surface 46, with itslimbs intermediate surface 46. - Referring again to FIG. 1 of the accompanying drawings, the
holdown 10 is provided withinlet openings plugs 55 and through which a fluid is introduced into thecylindrical chamber 20 at opposite sides of thepiston 16. Theopening 52 is provided in thehousing 12, and communicates directly with thecylindrical chamber 20, while theopening 54 is provided in thehousing cover 14 and communicates with thecylindrical chamber 20 through anaxial passage 56 in thehousing cover 14. - In operation of the
holdown 10, as it has so far been described, the piston is able to move along thecylinder 20 toward thehousing cover 14, e.g. in response to shrinkage of the wooden building components secured by theholdown 10 as described below, so that thehousing 12 is able to move relative to thepiston 16 toward theend 30 of thepiston rod 18. When this occurs, the pressure of the fluid in the portion of thecylindrical chamber 20 between the piston and thehousing cover 14 causes some of the fluid to flow through theclearance 31 between thepiston 16 and the wall of thecylindrical chamber 20, thereby causing theannular seal 32 to be dislodged from the annularintermediate surface 46 to thefrustoconical surface 50, as shown in FIG. 5A. When this occurs, theannular seal 32 no longer provides a seal between thepiston 16 and the wall of thecylindrical chamber 20. - When, however, the
piston 16 is urged in the opposite direction, i.e. toward theend wall 22 of thehousing 12, the fluid in the portion of thecylindrical chamber 20 between thepiston 16 and thewall 22 of the housing presses theannular seal 32 back onto the annularintermediate surface 46 and into sealing contact with thepiston 16 and the wall of thecylindrical chamber 20. Consequently, the displacement of thepiston 16 in this direction is counteracted by the pressure of the fluid between thepiston 16 and thehousing wall 22. - Therefore, the
annular seal 32 serves as a one-way valve, which allows thepiston 16 to be displaced in one direction relative to thehousing 20 but which counteracts, or even prevents, displacement of thehousing 12 in the opposite direction relative to thehousing 20. - The
piston 16 is also formed with a further annularperipheral projection 52, toward which thefrustoconical surface 50 tapers. This further annularperipheral projection 52 serves to retain theannular seal 32 on thepiston 16 when the seal is displaced, as described above, from the annularintermediate surface 46 to thefrustoconical surface 50. - FIG. 6 shows a modification of the
piston 16, which is indicated byreference numeral 60. Thepiston 60 differs from thepiston 16 in that thepiston 60, which is otherwise the identical to thepiston 16, is formed with a boring 62 extending through thepiston 60, parallel to the longitudinal axis of thepiston rod 18. This boring 62 provides a further fluid flow passage interconnecting the portions of thecylindrical chamber 20 at opposite sides of thepiston 16, and allows a restricted flow of the fluid past thepiston 16. In this embodiment of the present invention, theannular seal 32 is replaced by theannular seal 38. - By this means, the
piston 16 is enabled to move gradually toward thehousing wall 22. Consequently, when this modifiedpiston 60 is substituted for thepiston 16 in theholdown 10, the latter acts as a dampener. - FIG. 7 illustrates a further modified piston, indicated by
reference numeral 64, which is identical to thepiston 60 of FIG. 6 except that thepiston 64 is additionally provided with aflow control screw 66, in the form of a grub screw, which can be screwed into a correspondingly threadedopening 68 in thepiston 64. When thus inserted into thepiston 64, theflow control screw 66 can be adjusted so as to obstruct, to a greater or lesser extent, the cross-sectional area of the boring 62 and, thus, so as to adjustably restrict the flow of fluid through this further flow passage and, thereby, to control the damping effect of thepiston 64. - FIG. 8 shows a view in perspective of the
holdown 10 of FIG. 1 in an assembled condition. - FIG. 9 shows a view corresponding to that of FIG. 8 but illustrating a modification of the holdowns of FIGS. 6 and 7, indicated generally by reference numeral10A, in which the
piston 16 is provided, i.e. the piston lacks the further flow passage formed by the boring 62 in thepiston piston 16 are instead interconnected by a further flow passage extending through atube 70 at the exterior of the housing. Thetube 70 is provided with acheck valve 69 controlling flow through thetube 70. - FIG. 9A shows the holdown of FIG. 9 modified by the provision of an
adjustment screw 71, which can be screwed into thecheck valve 69 to a greater or lesser extent in order to correspondingly adjust the flow through thetube 70. - FIGS.10 to 12 show further modifications 10B, 10C and 10D of the
holdown 10, in which flow passages within the housings of the modified holdowns interconnect the portions of the cylindrical chambers at opposite sides of the pistons. - In FIG. 10, an
auxiliary chamber 72 communicates throughopenings - In FIG. 11, a modified piston rod16C projects downwardly from the holdown 10C but does not project upwardly through a cover 14C of a housing 12C. A spring (not shown) is provided between the piston 16C and the housing 12C. An
auxiliary chamber 78, corresponding to thechamber 72 of FIG. 10, interconnects opposite sides of piston 16C. - The holdown10D of FIG. 12 is similar to the holdown 10C except that, as shown in FIG. 12, the
upper end 28 of thepiston rod 18 projects through housing cover 14D. - FIG. 13 shows the
holdown 10 mounted on a pair of parallel elongate support blocks 100, which are provided with through-openings 102 for receiving fasteners, for example screws (not shown). In FIG. 14, theholdown 10 of FIG. 13, together with its support blocks 100, is shown mounted on the top of a building structure indicated generally byreference numeral 104 at the top of thebuilding structure 105. The fasteners (not shown) extend through the support blocks 100 so to secure theholdown 10 to the top of aplate 104. Thepiston rod 18 thus extends vertically, and its lower threadedend 30 is connected through a plurality of connectingrods 106 andcouplings 108 to ananchor bolt 110, which is secured in aconcrete foundation 112. - Two
further holdowns 10 are shown in FIG. 14, which are interconnected between two of thecouplers 108 andplates 109 onjoists 111 at intermediate floors of thebuilding structure 105. However, these twofurther holdowns 10 may be omitted if not required. - FIG. 15 shows the
holdown 10 secured to one face of avertical metal plate 112, formed withbolt holes 113, with asupport block 114, which is fixed to theplate 112, underlying thehousing 12 of theholdown 10. A plurality ofsuch holdowns 10, each provided with a respectivevertical plate 112, can then be bolted tovertical studs 116 of building structure, as shown in FIG. 16, and connected between theuppermost holdown 10, which is similar to that of FIG. 13, and theanchor bolt 110. - FIG. 17 shows the
holdown 10 secured to a pair of avertical metal plates 120. As shown in FIG. 18, these vertical plates can then be secured bynuts 122 andbolts 123 between a pair ofstuds 124, with thebolts 123 extending throughbolt holes 126 in theplates 120 and through thestuds 124, theholdown 10 being connected between theanchor bolt 110 and thelower end 30 of thepiston rod 18 by one of thecouplers 108. Theupper end 28 of thepiston rod 18 is connected by afurther coupler 108 and connectingrod 106 to an overlying holdown (not shown). - FIG. 19 shows the
holdown 10 mounted on a conventional sheet metal holdown indicated generally byreference numeral 130. Theholdown 130 is secured to a pair ofstuds 132 by a pair ofbolts 134, each provided with anut 136 and a washer 138 (FIG. 20). Theholdown 10 is mounted on anintermediate portion 140 of theholdown 130 extending betweenopposite sidewalls 142 and is connected bycoupler 108 to theanchor bolt 110. - FIG. 21 shows a further arrangement of the
holdown 10, which in this case is mounted between a pair of identical elongaterectangular plates 150, to which thehousing 12 of theholdown 10 is attached by welding or otherwise. Theplates 150 are formed withcircular openings 152, which are connected through tubes 154 welded or otherwise attached to theplates 150. - As shown in FIG. 22, the
holdown 10 together with theplates 150 are located between a pair ofwooden studs 156, withbolts 158 extending through thestuds 156 and through the tubes 154 and secured by nuts 160. Theholdown 10 is again connected throughcoupler 108 to theanchor bolt 110. - The fluid provided in the holdowns according to the present invention may be hydraulic fluid or any suitable inert gas.
- As will be apparent to those skilled in the art, various modifications may be made in the above described invention within the scope and spirit of the accompanying claims.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US10/167,477 US20030230032A1 (en) | 2002-06-13 | 2002-06-13 | Take-up devices for use in building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US10/167,477 US20030230032A1 (en) | 2002-06-13 | 2002-06-13 | Take-up devices for use in building structure |
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US20030230032A1 true US20030230032A1 (en) | 2003-12-18 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/167,477 Abandoned US20030230032A1 (en) | 2002-06-13 | 2002-06-13 | Take-up devices for use in building structure |
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US (1) | US20030230032A1 (en) |
Cited By (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060133912A1 (en) * | 2003-06-23 | 2006-06-22 | Commins Alfred D | Circumferentially balanced, take-up device |
US7150132B2 (en) * | 2003-08-12 | 2006-12-19 | Commins Alfred D | Continuous hold-down system |
WO2008109139A2 (en) * | 2007-03-06 | 2008-09-12 | Simpson Strong-Tie Company, Inc. | Continuity tie for prefabricated shearwall |
US7905066B2 (en) * | 2007-04-06 | 2011-03-15 | Simpson Strong-Tie Co., Inc. | Automatic take-up device and in-line coupler |
US20110107699A1 (en) * | 2008-01-24 | 2011-05-12 | Yoshimichi Kawai | Metal joint and building comprising the same |
US20110179725A1 (en) * | 2006-12-22 | 2011-07-28 | Badri Hiriyur | Moment frame connector |
US8601761B2 (en) * | 2011-09-30 | 2013-12-10 | John Daines Chadwick | Techniques for building construction using fabricated timbers |
US20140093306A1 (en) * | 2012-03-27 | 2014-04-03 | Sumitomo Forestry Co., Ltd. | Wooden Member Joint Structure |
US20140090315A1 (en) * | 2012-03-12 | 2014-04-03 | Sumitomo Forestry Co., Ltd. | Wooden Building Skeleton |
US8881478B2 (en) * | 2012-06-22 | 2014-11-11 | Simpson Strong-Tie Company, Inc. | Ratcheting take-up device |
US20150043966A1 (en) * | 2013-08-06 | 2015-02-12 | Sumitomo Forestry Co., Ltd. | Coupling Member, Method for Producing Coupling Member, and Wooden Member Joint Structure |
US20160076239A1 (en) * | 2013-05-23 | 2016-03-17 | Thomas M Espinosa | Reinforced building wall |
US9394706B2 (en) | 2013-10-08 | 2016-07-19 | Simpson Strong-Tie Company, Inc. | Concrete anchor |
US9428902B1 (en) | 2015-06-12 | 2016-08-30 | Randall John LoFranco | Bracket for multi-story buildings |
US9938714B2 (en) * | 2016-03-24 | 2018-04-10 | Omg, Inc. | Hinged building shrinkage compensation device |
US20180266097A1 (en) * | 2017-03-20 | 2018-09-20 | Grand Siding, LLC | Outer Building Construction |
US20190040629A1 (en) * | 2017-08-01 | 2019-02-07 | Stephen E.. Hanson | Beam and bolting construction system and method |
US10745913B2 (en) | 2016-03-24 | 2020-08-18 | Omg, Inc. | Building shrinkage compensation device with rotating gears |
CN112814156A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Steel structure node connecting device |
CN112814157A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Assembled H shaped steel building angle strut node structure |
US20210310267A1 (en) * | 2020-04-03 | 2021-10-07 | Cetres Holdings, Llc | Reinforced tie rod and a building wall using the same |
EP3703879A4 (en) * | 2017-11-01 | 2021-11-24 | Cetres Holdings LLC. | Hydraulic expandable connector |
US11203865B2 (en) * | 2017-08-01 | 2021-12-21 | Redrider, Llc | Beam and bolting construction system and method |
USRE48981E1 (en) | 2014-01-14 | 2022-03-22 | Simpson Strong-Tie Company Inc. | Thrust nut |
US11299880B2 (en) | 2006-12-22 | 2022-04-12 | Simpson Strong-Tie Company Inc. | Moment frame connector |
US11313144B2 (en) * | 2019-02-01 | 2022-04-26 | Traum Wood House Corp. | Seismic reinforcement strucutre and seismic retrofitting method |
US11414855B2 (en) | 2011-03-18 | 2022-08-16 | Cetres Holdings, Llc | Concrete anchor coupling assembly and anchor rod holder |
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US4708036A (en) * | 1984-02-07 | 1987-11-24 | Haskel, Inc. | Stud tensioning apparatus |
US4632346A (en) * | 1984-07-30 | 1986-12-30 | Wilson Fred D | Support pedestal |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20060133912A1 (en) * | 2003-06-23 | 2006-06-22 | Commins Alfred D | Circumferentially balanced, take-up device |
US7150132B2 (en) * | 2003-08-12 | 2006-12-19 | Commins Alfred D | Continuous hold-down system |
US20110179725A1 (en) * | 2006-12-22 | 2011-07-28 | Badri Hiriyur | Moment frame connector |
US11299880B2 (en) | 2006-12-22 | 2022-04-12 | Simpson Strong-Tie Company Inc. | Moment frame connector |
US8375652B2 (en) * | 2006-12-22 | 2013-02-19 | Simpson Strong-Tie Company, Inc. | Moment frame connector |
US20100229495A1 (en) * | 2007-03-06 | 2010-09-16 | Gridley Jerry G | Continuity tie for prefabricated shearwalls |
WO2008109139A3 (en) * | 2007-03-06 | 2008-11-20 | Simpson Strong Tie Co Inc | Continuity tie for prefabricated shearwall |
WO2008109139A2 (en) * | 2007-03-06 | 2008-09-12 | Simpson Strong-Tie Company, Inc. | Continuity tie for prefabricated shearwall |
US8689518B2 (en) * | 2007-03-06 | 2014-04-08 | Bay City Flower Company, Inc. | Continuity tie for prefabricated shearwalls |
US7905066B2 (en) * | 2007-04-06 | 2011-03-15 | Simpson Strong-Tie Co., Inc. | Automatic take-up device and in-line coupler |
US8511025B2 (en) * | 2008-01-24 | 2013-08-20 | Nippon Steel & Sumitomo Metal Corporation | Metal joint and building comprising the same |
US20110107699A1 (en) * | 2008-01-24 | 2011-05-12 | Yoshimichi Kawai | Metal joint and building comprising the same |
US11414855B2 (en) | 2011-03-18 | 2022-08-16 | Cetres Holdings, Llc | Concrete anchor coupling assembly and anchor rod holder |
US8601761B2 (en) * | 2011-09-30 | 2013-12-10 | John Daines Chadwick | Techniques for building construction using fabricated timbers |
US20140090315A1 (en) * | 2012-03-12 | 2014-04-03 | Sumitomo Forestry Co., Ltd. | Wooden Building Skeleton |
US8950126B2 (en) * | 2012-03-12 | 2015-02-10 | Sumitomo Forestry Co., Ltd. | Wooden building skeleton |
US9249817B2 (en) * | 2012-03-27 | 2016-02-02 | Sumitomo Forestry Co., Ltd. | Wooden member joint structure |
US20140093306A1 (en) * | 2012-03-27 | 2014-04-03 | Sumitomo Forestry Co., Ltd. | Wooden Member Joint Structure |
US8881478B2 (en) * | 2012-06-22 | 2014-11-11 | Simpson Strong-Tie Company, Inc. | Ratcheting take-up device |
US9874009B2 (en) * | 2013-05-23 | 2018-01-23 | Cetres Holdings, Llc | Reinforced building wall |
US11268273B2 (en) * | 2013-05-23 | 2022-03-08 | Cetres Holdings, Llc | Reinforced building wall |
US20160076239A1 (en) * | 2013-05-23 | 2016-03-17 | Thomas M Espinosa | Reinforced building wall |
US10480178B2 (en) * | 2013-05-23 | 2019-11-19 | Cetres Holdings, Llc | Reinforced building wall |
US9739299B2 (en) * | 2013-08-06 | 2017-08-22 | Sumitomo Forestry Co., Ltd. | Coupling member, method for producing coupling member, and wooden member joint structure |
US20150043966A1 (en) * | 2013-08-06 | 2015-02-12 | Sumitomo Forestry Co., Ltd. | Coupling Member, Method for Producing Coupling Member, and Wooden Member Joint Structure |
US9394706B2 (en) | 2013-10-08 | 2016-07-19 | Simpson Strong-Tie Company, Inc. | Concrete anchor |
US9945115B2 (en) | 2013-10-08 | 2018-04-17 | Simpson Strong-Tie Company, Inc. | Concrete anchor |
USRE48981E1 (en) | 2014-01-14 | 2022-03-22 | Simpson Strong-Tie Company Inc. | Thrust nut |
US9428902B1 (en) | 2015-06-12 | 2016-08-30 | Randall John LoFranco | Bracket for multi-story buildings |
US10151107B2 (en) | 2016-03-24 | 2018-12-11 | Omg, Inc. | Hinged building shrinkage compensation device |
US9938714B2 (en) * | 2016-03-24 | 2018-04-10 | Omg, Inc. | Hinged building shrinkage compensation device |
US10745913B2 (en) | 2016-03-24 | 2020-08-18 | Omg, Inc. | Building shrinkage compensation device with rotating gears |
US10584486B2 (en) * | 2017-03-20 | 2020-03-10 | Grand Siding, LLC | Outer building construction |
US20180266097A1 (en) * | 2017-03-20 | 2018-09-20 | Grand Siding, LLC | Outer Building Construction |
US11377846B2 (en) * | 2017-08-01 | 2022-07-05 | Stephen D. Hanson | Beam and bolting construction system and method |
US11603658B2 (en) * | 2017-08-01 | 2023-03-14 | Stephen Hanson | Beam and bolting construction system and method |
US20220333374A1 (en) * | 2017-08-01 | 2022-10-20 | Stephen Hanson | Beam and bolting construction system and method |
US11203865B2 (en) * | 2017-08-01 | 2021-12-21 | Redrider, Llc | Beam and bolting construction system and method |
US20190040629A1 (en) * | 2017-08-01 | 2019-02-07 | Stephen E.. Hanson | Beam and bolting construction system and method |
EP3703879A4 (en) * | 2017-11-01 | 2021-11-24 | Cetres Holdings LLC. | Hydraulic expandable connector |
US11313144B2 (en) * | 2019-02-01 | 2022-04-26 | Traum Wood House Corp. | Seismic reinforcement strucutre and seismic retrofitting method |
US20210310267A1 (en) * | 2020-04-03 | 2021-10-07 | Cetres Holdings, Llc | Reinforced tie rod and a building wall using the same |
CN112814157A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Assembled H shaped steel building angle strut node structure |
CN112814156A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Steel structure node connecting device |
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Legal Events
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AS | Assignment |
Owner name: MGA CONSTRUCTION HARDWARE & STEEL FABRICATING, LTD Free format text: CORRECTIVE ASSIGNMENT TO CORRECT THE NAME OF CONVEYING PARTY PREVIOUSLY RECORDED ON REEL 013005, FRAME 0619;ASSIGNORS:SHAHNAZARIAN, GEORGE;GIGNAC, MARCEL;HOBBS, BRIAN;REEL/FRAME:013263/0167;SIGNING DATES FROM 20020610 TO 20020611 Owner name: MGA CONSTRUCTION HARDWARE & STEEL FABRICATING, LTD Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:SHAHNAZARIAN, GEORGE;GIGNAC, MARGEL;HOBBS, BRIAN;REEL/FRAME:013005/0619;SIGNING DATES FROM 20020610 TO 20020611 |
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AS | Assignment |
Owner name: SIMPSON-STRONG TIE CANADA, LTD, CANADA Free format text: MERGER;ASSIGNOR:MGA CONSTRUCTION HARDWARE & STEEL FABRICATING LTD.;REEL/FRAME:015428/0705 Effective date: 20030520 |
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STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |