US314367A - Land-anchor - Google Patents
Land-anchor Download PDFInfo
- Publication number
- US314367A US314367A US314367DA US314367A US 314367 A US314367 A US 314367A US 314367D A US314367D A US 314367DA US 314367 A US314367 A US 314367A
- Authority
- US
- United States
- Prior art keywords
- anchors
- ropes
- blocks
- guy
- anchor
- 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.)
- Expired - Lifetime
Links
- 239000002965 rope Substances 0.000 description 28
- 239000004020 conductor Substances 0.000 description 6
- 230000036536 Cave Effects 0.000 description 4
- 235000019994 cava Nutrition 0.000 description 4
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 231100000078 corrosive Toxicity 0.000 description 2
- 231100001010 corrosive Toxicity 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 230000036633 rest Effects 0.000 description 2
Images
Classifications
-
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/20—Side-supporting means therefor, e.g. using guy ropes or struts
Definitions
- My invention relates to an improved means for securing frame buildings or other light structures to their foundation, so as to pre vent the same being removed therefrom by windstorms or floods; and to this end my invention consists in an improved anchor which is semi-spherical in shape and provided at its upper portion with an eye for attachment of means which is connected to guy-ropes which pass over the structure, said ropes being provided with tightening means and grooved bearing-blocks.
- Figure l is a perspective view of the anchor.
- Fig. 2 is a sectional view.
- Fig. 3 is a diagram illustrating the application of my invention.
- Fig. t' is a perspective View of one of the bearing-blocks detached.
- A represents a semi-spherical shell, which is provided at its upper portion wit-h an eye, B, which is attached to the upper portion of ⁇ Vhen the shell is made of cast-iron, the ends of the eye or staple may diverge, as shown in Fig. 2.
- the anchors A are sunk in the ground to the desired depth, rods or cords being attached to the eye 13, which connections are of sufticient length to extend above the surface of the ground, at which point they are connected to turn-buckles 0.
- Blocks 0 are laid near the surface of the ground, so that they will abut against the foundation of the building and hold the rods B away from the same. These blocks also prevent the rods 13 having a direct upward draw upon the anchors.
- the holes or openings for the reception of the anchors are bored or drilled at an an (X0 model.)
- a guy-rope preferably made of wire, is passed over the root of the building, the ends being made fast to the turn-buckles C.
- This guy-rope rests upon blocks E, which are provided with longitudinal grooves 0, within which grooves the rope B will lie.
- the blocks which are employed adjacent to the caves of the building are provided centrally with openings 0, through which the guyrope will pass, an opening being also provided near the caves of the building.
- the blocks E are made from non-conducting material, so as to insulate the ropes or cables from contact with the roof, this being neces sary inasmuch as an upwardly -projecting spear, serving as a lightning-rod, is secured at the highest point of the building to the rope D. It will further be understood that by inclining the rods B any tendency of the anchors to be pulled from the ground by the direct vertical strain exerted by the ropes D is overcome.
- I claim- 1 The combination, with a building, of a series of anchors, each consisting of a semispherical shell having an eye, B, attached thereto, the guy-ropes D, passing over the buildings, turn-buckles O, and rods B, connected to the buried anchors, inclined as speciiied, and connected to the turn-buckles, substantially as set forth.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
(No Model.)
GfH. 000K.
LAND ANCHOR.
No. 314,367. Patented Mar. 24, 1885.
W 1 T JV E SSES 06 OWL-p60 the same in any ordinary manner.
UNITED STATES PATENT OFFICE,
GEORGE H. COOK, OF PALMER, KANSAS.
LAND-ANCHOR.
KBPECIFIGATION forming part of Letters Patent No. 314,367, dated lti'arch 24:, 1885.
Application filed August 22, 1884.
To all whom, it may concern.-
Be it known that I, GEORGE II. Coon, a citizen of the United States of America, residing at Palmer, in the county of \Vashington and State of Kansas, have invented certain new and useful Improvei'nents in Land Anchors; and I do hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same, reference being had to the accompanying drawings, and to letters or figures of reference marked thereon, which form a part of this specification.
My invention relates to an improved means for securing frame buildings or other light structures to their foundation, so as to pre vent the same being removed therefrom by windstorms or floods; and to this end my invention consists in an improved anchor which is semi-spherical in shape and provided at its upper portion with an eye for attachment of means which is connected to guy-ropes which pass over the structure, said ropes being provided with tightening means and grooved bearing-blocks.
In the accompanying drawings, which illustrate my invention, Figure l is a perspective view of the anchor. Fig. 2 is a sectional view. Fig. 3 is a diagram illustrating the application of my invention. Fig. t'is a perspective View of one of the bearing-blocks detached.
A represents a semi-spherical shell, which is provided at its upper portion wit-h an eye, B, which is attached to the upper portion of \Vhen the shell is made of cast-iron, the ends of the eye or staple may diverge, as shown in Fig. 2. The anchors A are sunk in the ground to the desired depth, rods or cords being attached to the eye 13, which connections are of sufticient length to extend above the surface of the ground, at which point they are connected to turn-buckles 0. Blocks 0 are laid near the surface of the ground, so that they will abut against the foundation of the building and hold the rods B away from the same. These blocks also prevent the rods 13 having a direct upward draw upon the anchors. Preferably the holes or openings for the reception of the anchors are bored or drilled at an an (X0 model.)
the ground. A guy-rope, preferably made of wire, is passed over the root of the building, the ends being made fast to the turn-buckles C. This guy-rope rests upon blocks E, which are provided with longitudinal grooves 0, within which grooves the rope B will lie. The blocks which are employed adjacent to the caves of the building are provided centrally with openings 0, through which the guyrope will pass, an opening being also provided near the caves of the building. The blocks E are made from non-conducting material, so as to insulate the ropes or cables from contact with the roof, this being neces sary inasmuch as an upwardly -projecting spear, serving as a lightning-rod, is secured at the highest point of the building to the rope D. It will further be understood that by inclining the rods B any tendency of the anchors to be pulled from the ground by the direct vertical strain exerted by the ropes D is overcome.
I am aware that previous to my invention it has been proposed to provide anchors for buildings by anchoring vertical rods in the ground and attaching to the upper threaded ends thereof the securing ropes or cables, such threaded ends permitting an adjustable connection, the rods being anchored by horizontal plates. My invention, however, will be readily distinguisheijl from such constructions in that I employ metal anchors of an inverted-cup or semi-spherical shape, in order that the same may be readily dropped in the excavation made therefor, and not only preserve its under face from corrosive contact, but by reason of its cup shape exert a suction to insure its proper retention in position.
I claim- 1. The combination, with a building, of a series of anchors, each consisting of a semispherical shell having an eye, B, attached thereto, the guy-ropes D, passing over the buildings, turn-buckles O, and rods B, connected to the buried anchors, inclined as speciiied, and connected to the turn-buckles, substantially as set forth.
2. In combination with semispherical shells A, rods 13, turn-buckles C, guy-ropesl), blocks E, of non-conducting material, secured to the gle or inclined with respect to the surface of I roof, to insulate the guy-ropes therefrom, substantially as and for the purpose set forth.
3. The combination, with a building, of a series of anchors, each consisting of a semi- 5 spherical shell having an eye, B, attached thereto, the guy-ropes D, passing over the building, blocks E, of non-conducting material, secured to the roof and grooved for the reception of said guy-ropes, turn-buckles G,
10 connected to the lower ends of said guy-ropes,
and inclined rods B, connected to the said anchors and to the turn-buckles, and held out of contact with the building by blocks 0, substantially as set forth.
In testimony whereof I aifix my signature I 5 in presence of two witnesses.
GEORGE H. COOK. Witnesses:
F. F. 000K, J. R. COONEY.
Publications (1)
Publication Number | Publication Date |
---|---|
US314367A true US314367A (en) | 1885-03-24 |
Family
ID=2383516
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US314367D Expired - Lifetime US314367A (en) | Land-anchor |
Country Status (1)
Country | Link |
---|---|
US (1) | US314367A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2455641A (en) * | 1945-11-28 | 1948-12-07 | Thomas & Betts Corp | Grounding pole plate |
US5603186A (en) * | 1993-09-10 | 1997-02-18 | Zaffino; Saverio | Roof stabilization system |
US5864993A (en) * | 1996-08-06 | 1999-02-02 | Wells; Raymond | Stabilizer for ground stake |
US5906075A (en) * | 1997-02-06 | 1999-05-25 | Sowers; John Mark | Modular building structure |
-
0
- US US314367D patent/US314367A/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2455641A (en) * | 1945-11-28 | 1948-12-07 | Thomas & Betts Corp | Grounding pole plate |
US5603186A (en) * | 1993-09-10 | 1997-02-18 | Zaffino; Saverio | Roof stabilization system |
US5864993A (en) * | 1996-08-06 | 1999-02-02 | Wells; Raymond | Stabilizer for ground stake |
US5906075A (en) * | 1997-02-06 | 1999-05-25 | Sowers; John Mark | Modular building structure |
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