US1874157A - Concrete-and-iron multiple-floored building - Google Patents
Concrete-and-iron multiple-floored building Download PDFInfo
- Publication number
- US1874157A US1874157A US514340A US51434031A US1874157A US 1874157 A US1874157 A US 1874157A US 514340 A US514340 A US 514340A US 51434031 A US51434031 A US 51434031A US 1874157 A US1874157 A US 1874157A
- Authority
- US
- United States
- Prior art keywords
- concrete
- column
- iron
- irons
- floored
- 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
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Classifications
-
- 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
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
Definitions
- the object of the present invention is an improvement in the construction of multiple-flooredbuildings, Where the supporting pillars are produced of concrete-and-iron, while the horizontal girders of the skelton consist of profile irons.
- the horizontal girders, supporting the load are connected with the vertical longitudinal reinforcements, that is to say, they rest upon distance pieces of the longitudinal reinforcements, upon flat-, angleor other irons welded on the same.
- Figures 1, 2 and 3 represent one of the forms,Fig. 1, a sectional eleVati'on,-Fig. 2, a horizontal sectional View, on the line A-B in Fig. 1,Fig. 3, a perspective View.
- Figs. 4, 5 and 6 illustrate another form, wherein Fig. 4 is a sectional elevation,Fig. 5, a horizontal sectional View on the line CD in Fig. 4 and Fig. 6, a perspective view.
- the tube-like body 3 supports the ceiling oint I-beam 7, while thesecondary oist 8 is attached to the I-beam 7.
- the longi tudinal reinforcements are encircled by wire hoopings 2. In order to maintain the continuous character of the hoopings, the same are surrounded by a kind of double spiral coupling 4.
- the top face of the floor is indicated by the dot and dash line 5, the bottom face by the dot and dash line 6.
- the longitudinal reinforcements of the form shown in Figs. 4, 5 and 6 are represented by two U-irons 9, spaced by the flat irons 10. Upon these pieces 10, an I-beam ceilingjoist 7 rests. The wire hooping 2 and the surrounding double spiral coupling 4 are formed, as shown in Figs. 1, 2 and 3.
- angle irons 11 are disposed as longitudinal reinforcements.
- Each of the U-irons 12 is screwed to two of the angles 11.
- the U-irons 12 represent a ceiling joist.
- The-spirals are similar to those in the preceding forms.
- holes are formed in the stays of the ceiling joist irons, in order to receive the windings of the double spiral coupling 4.
- the last mentioned spiral is tapered towards the bottom. This conical spiral forms the wire hooping of the head of the column below the ceiling.
- a vertical column comprising interconnected longitudinal reenforcing members, carrier members associated with and extending transversely to said column, said carrier members having perforations therethrough in a zone adjacent to said column, and a wire encircling said column and extending through the perforationsin the carrier member.
- vertical column comprising longitudinal reenforcing members, spacers within said column, the longitudinal members being secured to the outer surfaces of said spacers, 855 a carrier member traversing the column and resting upon one of said spacers, said carrier member having perforations therethrough in a zone adjacent to said column and a wire encircling said column and exno tending through the perforations in the carrier member.
- a vertical column comprising interconnected longitudinal reenforcing members, carrier members secured to the outer sides of said column, said carrier members having perforations therethrough in a zone adjacent to said column and a Wire encircling said col- 1 umn and extending through the perforations in the carrier members.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
Aug. 30, 1932. B. BAUER I CONCRETE AND IRON MULTIPLE FLOORED BU ILDING I 3 Sheets-Sheet 1 Filed Feb. 9. 1931 EW QO BOA) EA IN \I E NTO R; B! Q k mummy Aug. 30, 1932. B. BAUER CONCRETE AND IRON MULTIPLE FLOORED BUILDING Filed Feb. 9, 1931 3 Sheets-Sheet 2 ii/ZZZ? i,
Aug. 30, 1932. BJBAUER CONCRETE AND IRON MULTIPLE FLOORED BUILDING Filed Feb. 9. 1951 :5 Sheets-Sheet a Erun 0 Bauer INVENTOFL;
x WK Patented Aug. 30, 1932 BRUNO BAUER, 0F VIENNA, AUSTRIA GONCRETE-AND-IRON MULTIPLE-FLOORED BUILDING Application filed February 9, 1931, vSerial No. 514,340, and in Austria November 13, 1930.
The object of the present invention is an improvement in the construction of multiple-flooredbuildings, Where the supporting pillars are produced of concrete-and-iron, while the horizontal girders of the skelton consist of profile irons.
According to the invention the horizontal girders, supporting the load, are connected with the vertical longitudinal reinforcements, that is to say, they rest upon distance pieces of the longitudinal reinforcements, upon flat-, angleor other irons welded on the same. i
In the accompanying drawings, I have by way of example illustrated some forms of my invention.
Figures 1, 2 and 3 represent one of the forms,Fig. 1, a sectional eleVati'on,-Fig. 2, a horizontal sectional View, on the line A-B in Fig. 1,Fig. 3, a perspective View.
Figs. 4, 5 and 6 illustrate another form, wherein Fig. 4 is a sectional elevation,Fig. 5, a horizontal sectional View on the line CD in Fig. 4 and Fig. 6, a perspective view.
The longitudinal reinforcements of the form shown in Figs. 4, 5 and 6 are represented by two U-irons 9, spaced by the flat irons 10. Upon these pieces 10, an I-beam ceilingjoist 7 rests. The wire hooping 2 and the surrounding double spiral coupling 4 are formed, as shown in Figs. 1, 2 and 3.
In the form, illustrated by Figs. 7, 8 and 9, angle irons 11 are disposed as longitudinal reinforcements. Each of the U-irons 12 is screwed to two of the angles 11. The U-irons 12 represent a ceiling joist. The-spirals are similar to those in the preceding forms.
In all these forms holes are formed in the stays of the ceiling joist irons, in order to receive the windings of the double spiral coupling 4. In the case, represented by Figs. 7 8 and 9 the last mentioned spiral is tapered towards the bottom. This conical spiral forms the wire hooping of the head of the column below the ceiling.
Having thus described my invention, I claim as new and desire to secure by Letters Patent- 1. In reenforced concrete construction, a vertical column comprising interconnected longitudinal reenforcing members, carrier members associated with and extending transversely to said column, said carrier members having perforations therethrough in a zone adjacent to said column, and a wire encircling said column and extending through the perforationsin the carrier member.
2.'In reenforced concrete construction, a 7
vertical column comprising longitudinal reenforcing members, spacers within said column, the longitudinal members being secured to the outer surfaces of said spacers, 855 a carrier member traversing the column and resting upon one of said spacers, said carrier member having perforations therethrough in a zone adjacent to said column and a wire encircling said column and exno tending through the perforations in the carrier member.
3. In reenforced concrete construction, a vertical column comprising interconnected longitudinal reenforcing members, carrier members secured to the outer sides of said column, said carrier members having perforations therethrough in a zone adjacent to said column and a Wire encircling said col- 1 umn and extending through the perforations in the carrier members.
In testimony whereof I aflix my signature.
.. DR. BRUNO BAUER.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT123206T | 1930-03-25 | ||
AT129118T | 1930-11-13 | ||
GB10046/31A GB379700A (en) | 1930-03-25 | 1931-04-02 | Improvements in and relating to reinforced concrete columns and skeleton frames for buildings |
FR715672T | 1931-04-18 |
Publications (1)
Publication Number | Publication Date |
---|---|
US1874157A true US1874157A (en) | 1932-08-30 |
Family
ID=25608555
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US514340A Expired - Lifetime US1874157A (en) | 1930-03-25 | 1931-02-09 | Concrete-and-iron multiple-floored building |
Country Status (4)
Country | Link |
---|---|
US (1) | US1874157A (en) |
AT (2) | AT123206B (en) |
FR (1) | FR715672A (en) |
GB (1) | GB379700A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3213572A (en) * | 1960-12-14 | 1965-10-26 | Hohla Johannes | Multi-storied building construction |
US3374592A (en) * | 1964-12-24 | 1968-03-26 | David B. Cheskin | Precast column with shear-head sections |
US20060207211A1 (en) * | 2005-03-18 | 2006-09-21 | Runhorn Pretech Engineering Co., Ltd. | Spiral stirrup and steel element combination structure system |
WO2009150588A2 (en) * | 2008-06-09 | 2009-12-17 | Cogefrin S.P.A. | Pillar for building works and method of installation of a building structure comprising the pillar. |
JP2016145458A (en) * | 2015-02-06 | 2016-08-12 | 鹿島建設株式会社 | Joint structure between reinforced column and steel beam |
US10246869B1 (en) * | 2018-02-28 | 2019-04-02 | Elevate Structure Inc. | Construction assembly and method for making and using the same |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE536640A (en) * | 1954-03-24 | |||
US3058264A (en) * | 1958-01-30 | 1962-10-16 | Varlonga Giovanni | Supporting structure for buildings |
US3938294A (en) * | 1968-03-30 | 1976-02-17 | Leon Battista Gaburri | Method of erecting a frame structure for buildings |
NL7211388A (en) * | 1972-08-21 | 1974-02-25 |
-
1930
- 1930-03-25 AT AT123206D patent/AT123206B/en active
- 1930-11-13 AT AT129118D patent/AT129118B/en active
-
1931
- 1931-02-09 US US514340A patent/US1874157A/en not_active Expired - Lifetime
- 1931-04-02 GB GB10046/31A patent/GB379700A/en not_active Expired
- 1931-04-18 FR FR715672D patent/FR715672A/en not_active Expired
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3213572A (en) * | 1960-12-14 | 1965-10-26 | Hohla Johannes | Multi-storied building construction |
US3374592A (en) * | 1964-12-24 | 1968-03-26 | David B. Cheskin | Precast column with shear-head sections |
US20060207211A1 (en) * | 2005-03-18 | 2006-09-21 | Runhorn Pretech Engineering Co., Ltd. | Spiral stirrup and steel element combination structure system |
US7493735B2 (en) * | 2005-03-18 | 2009-02-24 | Runhorn Pretech Engineering Co., Ltd | Spiral stirrup and steel element combination structure system |
WO2009150588A2 (en) * | 2008-06-09 | 2009-12-17 | Cogefrin S.P.A. | Pillar for building works and method of installation of a building structure comprising the pillar. |
WO2009150588A3 (en) * | 2008-06-09 | 2010-02-04 | Cogefrin S.P.A. | Pillar and method of installation of a building structure comprising said pillar |
JP2016145458A (en) * | 2015-02-06 | 2016-08-12 | 鹿島建設株式会社 | Joint structure between reinforced column and steel beam |
US10246869B1 (en) * | 2018-02-28 | 2019-04-02 | Elevate Structure Inc. | Construction assembly and method for making and using the same |
Also Published As
Publication number | Publication date |
---|---|
AT123206B (en) | 1931-06-10 |
AT129118B (en) | 1932-07-11 |
FR715672A (en) | 1931-12-05 |
GB379700A (en) | 1932-09-02 |
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