US987397A - Flexible metal prop. - Google Patents
Flexible metal prop. Download PDFInfo
- Publication number
- US987397A US987397A US57272410A US1910572724A US987397A US 987397 A US987397 A US 987397A US 57272410 A US57272410 A US 57272410A US 1910572724 A US1910572724 A US 1910572724A US 987397 A US987397 A US 987397A
- Authority
- US
- United States
- Prior art keywords
- prop
- flexible metal
- plaited
- flexible
- cross
- 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
- 239000002184 metal Substances 0.000 title description 5
- 229910052751 metal Inorganic materials 0.000 title description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000009954 braiding Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003313 weakening effect Effects 0.000 description 2
- ORILYTVJVMAKLC-UHFFFAOYSA-N Adamantane Natural products C1C(C2)CC3CC1CC2C3 ORILYTVJVMAKLC-UHFFFAOYSA-N 0.000 description 1
- 241000501754 Astronotus ocellatus Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- 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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- 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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
Definitions
- the object of my invention is a hollow prop of suitable metal, preferably serving as prop or rafter where high pressures suddenly arising or constantly gradually increasing have to be absorbed by flexibility of the prop, as for example in mining, as prop and rafter for the mine.
- the hitherto known constructions for this purpose consist generally of too many separate co-acting parts which owing to the special conditions frequently give way, owing to chemical actions, rusting, rotting and mechanical 1n ur1es.
- the flexible props are made from a cross-plaited tube.
- the cross-plaitings yield elastically on the loading of the prop.
- the lower end of the prop is suitably formed.
- the lower end of the prop can be provided with longitudinal grooves and is pushed on to a foot piece, so that in the case of overloading the lower end of the prop will split up along the grooves and will be pushed farther on to the foot piece, thereby shortening the whole prop.
- a hollow foot piece provided with outer longitudinal grooves and into which foot piece the lower end of the prop is pushed, may be used with equal advantage.
- the part not provided with grooves that is to say consequently in the first case the foot piece and in the second case the lower end of the prop is suitably provided with sloping and curved surfaces so that after the splitting up of the part provided with longitudinal grooves, a rolling up of the resulting strips is occasioned.
- Figure 1 shows the prop and half a rafter made as a fully oross-plaited support.
- Fig. 2 shows a structure for attaining the same object in which the prop is partly plaited and partly plain, the rafter is wholly plaited and is curved somewhat upward so as to be able to offer greater resistance.
- Figs. 3 and a show various methods of plaiting in longitudinal section.
- Fig. 5 shows the prop broken away in the middle with the head and foot portion drawn to a larger scale.
- Fig. 6 shows in side view as example a form of construction of the known wedging arrangements of the prop and rafter.
- Figs. 7 and 8 give as example two various cross-sections of the lower portion of the prop on the line Zm of Fig. 5.
- the prop consists of the wholly or partly accordion plaited hollow support (4, Figs. 1, 2 and 5, which is provided with the inserted head Z2 and having a plain lower end which is pushed over a specially formed part d.
- the prop is held against the rafter c with two wedges f, f-preferably of non-rusting metalguided in grooves, which wedges can be pushed apart from each other by screws 9, 9, Figs. 5 and (3, thereby releasing the prop.
- the portion it, d, 70 of the part cl is specially so formed that the part 0 of the prop (Figs. 7 and 8) provided with longitudinal grooves or slots, on increasing pressure will first split up and on further increases of pressure must roll up owing to the special shaping of the parts z, is. Owing to this special form of construction an easy flexibility of the prop is obtained without-and this is the essential feature of the inventive ideaits supporting power being decreased, but rather increased, in spite of the alteration in form.
- the prop On exceeding the normal pressure, which with the ordinary pine wood prop of about 200 millimeters may be taken as 50 tons, the prop will first elastically shorten by the elastic yielding of the cross-plaiting. On the further increase of pressure, the strain on the prop may without injury exceed the limits of elasticity. In this case the width of the plaits will decrease and the prop will be gradually pressed together, without there being any danger of the roof falling down in the part to be supported as may happen by any sudden breaking down of rigid iron or wooden props. Owing to the presence of the lower longitudinal grooves and correspondingly chosen depth of grooves, before surpassing the limits of elasticity in the cross-plaiting, the lower ends of the prop will split up.
- the double flexibility of the prop is especially valuable inasmuch as by measurements of the variations in the plaits the effects of the pressure can be followed and owing to the splitting up of the intentionally weakened part a greater pressure effects are absorbed and at the same time shown, an advantage not possessed by any hitherto known construction of flexible props.
- the prop may also be used without the special part (Z where the flexibility in the plaiting suflices, and only a wooden block is necessary as underlayer.
- the partly pressed together prop may be again used at the same height by arranging wooden blocks underneath; the completely pressed together support can again obtain its original form and applicability by bringing to glow heat and stretching in the redhotcondition.
- This support may also be advantageously employed other than as a mine prop and the like also in buildings, if the latter are exposed to considerable vibrations and have to be protected from extensive destruction by elastic flexibility of the main supports.
- Flexible prop of iron or the like consisting of a cross-plaited pipe with a suitable head and a suitably shaped lower end, a foot part, the foot part and lower end of the prop being pushed into each other and one of the two being provided with weakenings in the material running in a longitudinal direction, sloped and suitably curved surfaces on the part that is not weakened, so that on the splitting up of the part of the material which has been weakened, the strips of the latter will roll up sliding along the sloped and curved surface, substantially as herein described and set forth.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Stringed Musical Instruments (AREA)
Description
A. PITTROFP.
FLEXIBLE METAL PROP.
APPLICATION FILED JULY 19,1910.
Patented Mar. 21, 1911.
00 um m m J ms mmms Fsrzns Cm, wAumnron, n. c.
. TINTTE ADAM PITTROFF, OF DUISBURG, GERMANY.
FLEXIBLE METAL PROP.
Specification of Letters Patent.
Patented Mar. 21, 1911.
Application filed July 19, 1910. Serial No. 572,724.
To all whom it may concern:
Be it known that I, ADAM Prr'rnorr, a subject of the Emperor of Germany, residing at Duisburg, Rhenish Prussia, German Empire, have invented certain new and useful Improvements in Flexible Metal Props, of which the following is a full, clear, and exact description.
The object of my invention is a hollow prop of suitable metal, preferably serving as prop or rafter where high pressures suddenly arising or constantly gradually increasing have to be absorbed by flexibility of the prop, as for example in mining, as prop and rafter for the mine. The hitherto known constructions for this purpose consist generally of too many separate co-acting parts which owing to the special conditions frequently give way, owing to chemical actions, rusting, rotting and mechanical 1n ur1es.
According to the invent-ion the flexible props are made from a cross-plaited tube. The cross-plaitings yield elastically on the loading of the prop. In order, however, to avoid a breaking of the prop in the case of overloading, preferably the lower end of the prop is suitably formed. For this purpose the lower end of the prop can be provided with longitudinal grooves and is pushed on to a foot piece, so that in the case of overloading the lower end of the prop will split up along the grooves and will be pushed farther on to the foot piece, thereby shortening the whole prop. A hollow foot piece provided with outer longitudinal grooves and into which foot piece the lower end of the prop is pushed, may be used with equal advantage. The part not provided with grooves, that is to say consequently in the first case the foot piece and in the second case the lower end of the prop is suitably provided with sloping and curved surfaces so that after the splitting up of the part provided with longitudinal grooves, a rolling up of the resulting strips is occasioned.
I shall now describe my invention with reference to the accompanying drawing in which:
Figure 1 shows the prop and half a rafter made as a fully oross-plaited support. Fig. 2 shows a structure for attaining the same object in which the prop is partly plaited and partly plain, the rafter is wholly plaited and is curved somewhat upward so as to be able to offer greater resistance. Figs. 3 and a show various methods of plaiting in longitudinal section. Fig. 5 shows the prop broken away in the middle with the head and foot portion drawn to a larger scale. Fig. 6 shows in side view as example a form of construction of the known wedging arrangements of the prop and rafter. Figs. 7 and 8 give as example two various cross-sections of the lower portion of the prop on the line Zm of Fig. 5.
The prop consists of the wholly or partly accordion plaited hollow support (4, Figs. 1, 2 and 5, which is provided with the inserted head Z2 and having a plain lower end which is pushed over a specially formed part d. The prop is held against the rafter c with two wedges f, f-preferably of non-rusting metalguided in grooves, which wedges can be pushed apart from each other by screws 9, 9, Figs. 5 and (3, thereby releasing the prop.
The portion it, d, 70 of the part cl is specially so formed that the part 0 of the prop (Figs. 7 and 8) provided with longitudinal grooves or slots, on increasing pressure will first split up and on further increases of pressure must roll up owing to the special shaping of the parts z, is. Owing to this special form of construction an easy flexibility of the prop is obtained without-and this is the essential feature of the inventive ideaits supporting power being decreased, but rather increased, in spite of the alteration in form.
On exceeding the normal pressure, which with the ordinary pine wood prop of about 200 millimeters may be taken as 50 tons, the prop will first elastically shorten by the elastic yielding of the cross-plaiting. On the further increase of pressure, the strain on the prop may without injury exceed the limits of elasticity. In this case the width of the plaits will decrease and the prop will be gradually pressed together, without there being any danger of the roof falling down in the part to be supported as may happen by any sudden breaking down of rigid iron or wooden props. Owing to the presence of the lower longitudinal grooves and correspondingly chosen depth of grooves, before surpassing the limits of elasticity in the cross-plaiting, the lower ends of the prop will split up.
The double flexibility of the prop is especially valuable inasmuch as by measurements of the variations in the plaits the effects of the pressure can be followed and owing to the splitting up of the intentionally weakened part a greater pressure effects are absorbed and at the same time shown, an advantage not possessed by any hitherto known construction of flexible props. The prop may also be used without the special part (Z where the flexibility in the plaiting suflices, and only a wooden block is necessary as underlayer. Furthermore the partly pressed together prop may be again used at the same height by arranging wooden blocks underneath; the completely pressed together support can again obtain its original form and applicability by bringing to glow heat and stretching in the redhotcondition. This support may also be advantageously employed other than as a mine prop and the like also in buildings, if the latter are exposed to considerable vibrations and have to be protected from extensive destruction by elastic flexibility of the main supports.
1 claim 1. Flexible prop of iron or the like, consisting of a cross-plaited pipe with a suitable head and suitable foot part, substantially as herein described and set forth.
2. Flexible prop of iron or the like, con- Gopies of this patent may be obtained for five cents each, by addressing the Commissioner of Iatents, I
sisting of a cross-plaited pipe with a suitable head and a suitably shaped lower end, a foot part, the foot part and lower end of the prop being pushed into each other and one of the two being provided with weakenings in the material running in a longitudinal direction, substantially as herein described and set forth.
3. Flexible prop of iron or the like, consisting of a cross-plaited pipe with a suitable head and a suitably shaped lower end, a foot part, the foot part and lower end of the prop being pushed into each other and one of the two being provided with weakenings in the material running in a longitudinal direction, sloped and suitably curved surfaces on the part that is not weakened, so that on the splitting up of the part of the material which has been weakened, the strips of the latter will roll up sliding along the sloped and curved surface, substantially as herein described and set forth.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
ADAM PITTROFF.
lVitnesses RICHARD sorrorrnn, Oscar: BOOK.
Washington, D. O.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US57272410A US987397A (en) | 1910-07-19 | 1910-07-19 | Flexible metal prop. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US57272410A US987397A (en) | 1910-07-19 | 1910-07-19 | Flexible metal prop. |
Publications (1)
Publication Number | Publication Date |
---|---|
US987397A true US987397A (en) | 1911-03-21 |
Family
ID=3055737
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US57272410A Expired - Lifetime US987397A (en) | 1910-07-19 | 1910-07-19 | Flexible metal prop. |
Country Status (1)
Country | Link |
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US (1) | US987397A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2684822A (en) * | 1948-10-02 | 1954-07-27 | Eugene A Odin | Supporting structure |
US3046037A (en) * | 1960-04-13 | 1962-07-24 | Howard P Cain | Coupling and supporting means for vehicles |
US5308196A (en) * | 1993-03-23 | 1994-05-03 | The Coastal Corporation | Yieldable confined core mine roof support |
US6129483A (en) * | 1999-01-26 | 2000-10-10 | Rag American Coal Company | Prefabricated metal overcast having a crushable lower section |
US8851805B2 (en) | 2012-08-30 | 2014-10-07 | Burrell Mining Products, Inc. | Telescopic mine roof support |
US9611738B2 (en) | 2014-08-27 | 2017-04-04 | Burrell Mining Products, Inc. | Ventilated mine roof support |
US9903203B2 (en) | 2014-08-27 | 2018-02-27 | Burrell Mining Products, Inc. | Ventilated mine roof support |
US9995140B2 (en) * | 2013-11-22 | 2018-06-12 | Fci Holdings Delaware, Inc. | Yieldable prop with yieldable insert |
-
1910
- 1910-07-19 US US57272410A patent/US987397A/en not_active Expired - Lifetime
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2684822A (en) * | 1948-10-02 | 1954-07-27 | Eugene A Odin | Supporting structure |
US3046037A (en) * | 1960-04-13 | 1962-07-24 | Howard P Cain | Coupling and supporting means for vehicles |
US5308196A (en) * | 1993-03-23 | 1994-05-03 | The Coastal Corporation | Yieldable confined core mine roof support |
US6129483A (en) * | 1999-01-26 | 2000-10-10 | Rag American Coal Company | Prefabricated metal overcast having a crushable lower section |
US6334738B1 (en) | 1999-01-26 | 2002-01-01 | Rag American Coal Company | Prefabricated metal overcast having a crushable lower section |
US8851805B2 (en) | 2012-08-30 | 2014-10-07 | Burrell Mining Products, Inc. | Telescopic mine roof support |
US9347316B2 (en) | 2012-08-30 | 2016-05-24 | Burrell Mining Products, Inc. | Telescopic mine roof support |
US9995140B2 (en) * | 2013-11-22 | 2018-06-12 | Fci Holdings Delaware, Inc. | Yieldable prop with yieldable insert |
US9611738B2 (en) | 2014-08-27 | 2017-04-04 | Burrell Mining Products, Inc. | Ventilated mine roof support |
US9903203B2 (en) | 2014-08-27 | 2018-02-27 | Burrell Mining Products, Inc. | Ventilated mine roof support |
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