US938458A - Concrete construction. - Google Patents

Concrete construction. Download PDF

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Publication number
US938458A
US938458A US48871309A US1909488713A US938458A US 938458 A US938458 A US 938458A US 48871309 A US48871309 A US 48871309A US 1909488713 A US1909488713 A US 1909488713A US 938458 A US938458 A US 938458A
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rods
column
girders
reinforcing
columns
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US48871309A
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Carl E Brockhausen
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors

Definitions

  • This invention relates to reinforced concrete construction for buildings, bridges and the like, in which metallic.”l rods are embed ded in the concrete.
  • the object of the invention is to provide means by which parts of the building or other structure may be built in sections upon .the groundvor at a point some distance from the finished work and then assembled in such a way that the reinforcing rods, lying in the same plane and ruiming inthe same direction, vrun in practically continuous lines throughout the structure.
  • the invention consists in the various component parts of the structure which are built upon the ground, and in thel means for uniting these parts and particularly the horizontul reinforcing rods for the purpose set forth.
  • Figure 1 is a perspective view showing the parts made in accordance with this invention in partially assembled condition
  • Fig. 2 is a plan view taken at the tops of the cross girders illustrated in Fig. l
  • -F ig. 3 is a vertical sectional detail view of the parts in partially assembled condition
  • F ig. l is a sectional detail view on 'the line l-l of ⁇ Fig. 3, showing the tie member.
  • a plurality of hollow columns or pillars 8 are provided, having projecting from their tops at suitable points, the brackets l0.
  • rl ⁇ hese columns are preferablyv made upon the ground from concrete built around spiral reinforcing wires or bands 19. and vertical reinforcing rods 1l and 22 respectively. As shown the columns are made hollow but as soon as any given column is set up in permanent position the interior hollow space. is filled with concrete or other similar material 1G, up t'owithin a short distance of the top of the column, thereby leaving at the top a recess or opening 18.
  • the rods 1l are adjacent to the brackets 10 -and have their upper portions bent outlwardly in the portions along the lower inclined faces of the brackets thereby reinforcing and 'strengthening the brackets.
  • a plurality of beams 26 are provided' having lower reinforcing rods 28 and 30 and the upper hollow recess 32. Thesebeams -are made of concrete, before buildingopera ⁇ tions begin and are allowed to thoroughly harden before being put in place, At suitable distances along these lower rods 28 and 30 are triangular vertical metallic stil-rups or tie members 3ft, each having its lower member passed under the rods 28 and over the rod 30, the apex 36 of the stirrups being, as best seen in Fig. t, slightly'above the top 38 may be passed inside' of the tops of these stirrups 3l and adjacent to the tops thereof, as best shown in F l and 4. The ends of all of the rods 28, 30 and 38 are provided necting lor. locking pin 42 may pass at the cent er of the columns 8, heretofore described.
  • a plurality of columns 8y are set up upon the foundations of the building at proper distances apart, the beams 24:, previously pre narod, are placed upon the brackets lO o adjoining columns in such a way that, as shown, the end of each beam opposite another corre ⁇ 'sponding beam at the opposite side of the adjacent column.
  • T he central rods 30 are bent upward, preferably in the process of making the beams and before assembling begins, to the inclined loops are engaged by the pin #l2 at or near the tops of the girders.
  • the upper tension rods 38 are put in position with their loops Ll0 also engaged by the pin l2. and in close Contact with the'under sides of the triangular members 3l..
  • Floor members orslabs 'x43 previouslyprepared and hardened are of the U-sha )ed recess 32 so that another ro with loops or eyes 40, through which a con position shown in Fig. 3, in which their.
  • site rods "28 are all brought intovone central provided' v vith projecting hook members 44' also engaging t ese rods 38,-the slabs themselves resting upon the tops of the beams 26.
  • These iioor f slabs are put in position, as shown in- Fig. 1 and in dotted lines in Fig. 4, so that there is a space 4t6 between them.
  • Another column 8% is then placed on top of the girders'upon each previously laced co1- umn 8 as shown and the buck es' 24 are attached to the rods 22 ⁇ of both the columnsv 8 and 8*.
  • the result of the Work thus far done is to assemble the parts in posit-ion as shown in Fig. l.
  • the workmen take soft cement fand fill vin the recesses 34 andthe spaces 46 over the tops of the beams, the space 18 in the top 8 and 8f* so-that to all appearances a pracof the column 8, and all the space on top of the column 8 and between it and the girders 26 @and the upper column 8, molding the cement to the same diameter, as the columns tically continuous vertical column is thus formed.
  • the best way of doing this is to apply suitable formers or molds of the same diameter as the columns 8 and 8 to the outsides of the columns adjacent to the beamsl and then simply lpour the cement or'grout into t-lieabove mentioned spaces and adjacent to these molds.
  • Such molds are indicated in the drawings by the parts 48Fig,
  • the holow interior of the column 8at is also filled with cement up to a point nearv the top so as to leave a space corresponding to space lSin column 8.
  • the cement thus inserted has hardened, any supporting devices 'which have been used, though few, or more are required, are removed and al unitary concrete structure is thus formedin which' the rods 28 run practically continuously through the structure, as does also the tension rod y38, and the compression rods 3U also run continuously except for the' upward reinforcing bend provided, as shown in Fig. 3, adjacent to each column.
  • the .floor inembers or slabs are pernmnentl ⁇ and rigidly connected to the girders an to the reinforcing rods therein, with the result! that all of the 4parts are tied together and a very strong, rigid and unitary structure is forn'iet'l.
  • the claims are: 1. In concrete construction, in combinaion with suitable columns adapted to sup port girders, radially arranged concrete girders resting thereon, provided with horizontal reinforcing rods in their lower portions, an'd tension rods in their upper portions, all ⁇ jof 4said metallic rods .in all of. the girders upon'a given column beingl provided with loopsR lying in the same vertical plane at the center of the column, a vertical pin at the center of the column passing through said loops and a cement filling ⁇ aroi'nid the pin filling the spaces between the girders and the column as and for the purposes set forth.
  • a concrete construction comprisin Va column, a pair of Qppostely placed ir ersresti'ng upon said column, a pair o reinforcing rods running horizontally of said girders near'their bottoms, loops upon the ends of said horizontal reinforcing rods at the center of the column in substantially the same plane as said rods, another reinforcing rod'near the bottom of each girder bent upward near it-s end toform a diagonal brace, loops upon the ends of said last-men# tioned reinforcing rod lying at ap roxi- -niately the center of the column an near the top thereof, a fourth reinforcing' rod v extending horizontally of saidgirders and near 'the topthereof, loops 'at the ends of lsaid rods in opposite giiders at the center of the column, metallic vstirrups passing under the irstfincntioned bottom rods and over the opposing
  • reinforcing rods lyingl in t e same horizontal plane near the bottom of each g'irder; a reinforcing rod near the top of each girder, stirrups joining the rods at the top and bottom of each girder, nieans'for connecting the ends of all of the reinforcing rods in said two opposing girders together in one single vertical linek at the center of the column, another column adapted to be above the first column, floor members resting upon the tops of the girders, metallic connections vbetween the floor members and theupper reinforcing member of each girder, lvertical rods in and extending from the ends of the columns, turn buckle connections be tween the opposite rodsfin the columns, and cement filling for all the Vspaces between the girders and the columns and between th'e girdcrs and the laormembers and between successive fioor members whereby a unitary structure as shown and described is pro-- quizzed.

Description

c. E. BRoKHAUSEN. CONCRETE GONSTRUGTION. APPLICATION-FILED APLB. 190,9.` 938,458 Patented Nov. 2, 1969;`
2 SHEETS-*SHEET 1.
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G. E. BROGKHAUSEN.
CONCRETE CONSTRUCTION.
APPLIUATION FILED APR.8. 1909.
Patented Nov.2, 1909. z sm:1:Tsssir{1mTA z.
l le MYUeHfar narran PArnntr4 ormoni our. n. sneoKHAUsEI-t, or extremo, ILRIES" l concisin, clitsrnucrron. ,p
Specification of Letters itent.
Patented Nov. 2i, 1909.
Application and Aprile, 190s. serial 110,488,713.
To all whmn 'it 'ma concern:
Be it known t at I, CARL E. BnooK- Irapsnn, a citizen of the United States, residing at Chicago, in the county of Cook and State of Illinols, have invented a certain new and useful Im rovement in Concrete Constructions, of which the following is a specification. l
This invention relates to reinforced concrete construction for buildings, bridges and the like, in which metallic."l rods are embed ded in the concrete.
The object of the invention is to provide means by which parts of the building or other structure may be built in sections upon .the groundvor at a point some distance from the finished work and then assembled in such a way that the reinforcing rods, lying in the same plane and ruiming inthe same direction, vrun in practically continuous lines throughout the structure.
The invention consists in the various component parts of the structure which are built upon the ground, and in thel means for uniting these parts and particularly the horizontul reinforcing rods for the purpose set forth.
The invention also consists in details of construction which will be hereafter more fully described and claimed as the specification proceeds. Y
In the drawings, Figure 1 is a perspective view showing the parts made in accordance with this invention in partially assembled condition; Fig. 2 is a plan view taken at the tops of the cross girders illustrated in Fig. l; -F ig. 3 is a vertical sectional detail view of the parts in partially assembled condition, and F ig. l is a sectional detail view on 'the line l-l of `Fig. 3, showing the tie member.
In constructing' the device of this invention, a plurality of hollow columns or pillars 8 are provided, having projecting from their tops at suitable points, the brackets l0.
rl`hese columns are preferablyv made upon the ground from concrete built around spiral reinforcing wires or bands 19. and vertical reinforcing rods 1l and 22 respectively. As shown the columns are made hollow but as soon as any given column is set up in permanent position the interior hollow space. is filled with concrete or other similar material 1G, up t'owithin a short distance of the top of the column, thereby leaving at the top a recess or opening 18. The rods 1l are adjacent to the brackets 10 -and have their upper portions bent outlwardly in the portions along the lower inclined faces of the brackets thereby reinforcing and 'strengthening the brackets. The rods 22, which are between the brackets 10, and between each pair of rods 14 extend beyond the upper and lower ends of the column and are screw threaded so that the ends of corresponding rods in oppositel'y placed columns may be, j when placed as shown in Fig. 1, united by turnbuckles '24, as shown.l
A plurality of beams 26 are provided' having lower reinforcing rods 28 and 30 and the upper hollow recess 32. Thesebeams -are made of concrete, before buildingopera` tions begin and are allowed to thoroughly harden before being put in place, At suitable distances along these lower rods 28 and 30 are triangular vertical metallic stil-rups or tie members 3ft, each having its lower member passed under the rods 28 and over the rod 30, the apex 36 of the stirrups being, as best seen in Fig. t, slightly'above the top 38 may be passed inside' of the tops of these stirrups 3l and adjacent to the tops thereof, as best shown in F l and 4. The ends of all of the rods 28, 30 and 38 are provided necting lor. locking pin 42 may pass at the cent er of the columns 8, heretofore described.
ln assembling the device, a plurality of columns 8y are set up upon the foundations of the building at proper distances apart, the beams 24:, previously pre narod, are placed upon the brackets lO o adjoining columns in such a way that, as shown, the end of each beam opposite another corre` 'sponding beam at the opposite side of the adjacent column. The loops 40 upon oppoplane, as best seen in Fig. 3, also into approximately the sume horizontal plane, .so that the pin 42 may be passed through them. T he central rods 30 are bent upward, preferably in the process of making the beams and before assembling begins, to the inclined loops are engaged by the pin #l2 at or near the tops of the girders. The upper tension rods 38 are put in position with their loops Ll0 also engaged by the pin l2. and in close Contact with the'under sides of the triangular members 3l.. Floor members orslabs 'x43 previouslyprepared and hardened are of the U-sha )ed recess 32 so that another ro with loops or eyes 40, through which a con position shown in Fig. 3, in which their.
site rods "28 are all brought intovone central provided' v vith projecting hook members 44' also engaging t ese rods 38,-the slabs themselves resting upon the tops of the beams 26. These iioor f slabs are put in position, as shown in- Fig. 1 and in dotted lines in Fig. 4, so that there is a space 4t6 between them. Another column 8% is then placed on top of the girders'upon each previously laced co1- umn 8 as shown and the buck es' 24 are attached to the rods 22` of both the columnsv 8 and 8*. The result of the Work thus far done is to assemble the parts in posit-ion as shown in Fig. l. Then this condition is reached, .the workmen take soft cement fand fill vin the recesses 34 andthe spaces 46 over the tops of the beams, the space 18 in the top 8 and 8f* so-that to all appearances a pracof the column 8, and all the space on top of the column 8 and between it and the girders 26 @and the upper column 8, molding the cement to the same diameter, as the columns tically continuous vertical column is thus formed. The best way of doing this is to apply suitable formers or molds of the same diameter as the columns 8 and 8 to the outsides of the columns adjacent to the beamsl and then simply lpour the cement or'grout into t-lieabove mentioned spaces and adjacent to these molds. Such molds are indicated in the drawings by the parts 48Fig,
The holow interior of the column 8at is also filled with cement up to a point nearv the top so as to leave a space corresponding to space lSin column 8. lVhen the cement thus inserted has hardened, any supporting devices 'which have been used, though few, or more are required, are removed and al unitary concrete structure is thus formedin which' the rods 28 run practically continuously through the structure, as does also the tension rod y38, and the compression rods 3U also run continuously except for the' upward reinforcing bend provided, as shown in Fig. 3, adjacent to each column. The .floor inembers or slabs are pernmnentl` and rigidly connected to the girders an to the reinforcing rods therein, with the result! that all of the 4parts are tied together and a very strong, rigid and unitary structure is forn'iet'l.
The claims are: 1. In concrete construction, in combinaion with suitable columns adapted to sup port girders, radially arranged concrete girders resting thereon, provided with horizontal reinforcing rods in their lower portions, an'd tension rods in their upper portions, all `jof 4said metallic rods .in all of. the girders upon'a given column beingl provided with loopsR lying in the same vertical plane at the center of the column, a vertical pin at the center of the column passing through said loops and a cement filling `aroi'nid the pin filling the spaces between the girders and the column as and for the purposes set forth.
2. A concrete construction comprisin Va column, a pair of Qppostely placed ir ersresti'ng upon said column, a pair o reinforcing rods running horizontally of said girders near'their bottoms, loops upon the ends of said horizontal reinforcing rods at the center of the column in substantially the same plane as said rods, another reinforcing rod'near the bottom of each girder bent upward near it-s end toform a diagonal brace, loops upon the ends of said last-men# tioned reinforcing rod lying at ap roxi- -niately the center of the column an near the top thereof, a fourth reinforcing' rod v extending horizontally of saidgirders and near 'the topthereof, loops 'at the ends of lsaid rods in opposite giiders at the center of the column, metallic vstirrups passing under the irstfincntioned bottom rods and over the opposing girders resting u on said column,
reinforcing rods lyingl in t e same horizontal plane near the bottom of each g'irder; a reinforcing rod near the top of each girder, stirrups joining the rods at the top and bottom of each girder, nieans'for connecting the ends of all of the reinforcing rods in said two opposing girders together in one single vertical linek at the center of the column, another column adapted to be above the first column, floor members resting upon the tops of the girders, metallic connections vbetween the floor members and theupper reinforcing member of each girder, lvertical rods in and extending from the ends of the columns, turn buckle connections be tween the opposite rodsfin the columns, and cement filling for all the Vspaces between the girders and the columns and between th'e girdcrs and the laormembers and between successive fioor members whereby a unitary structure as shown and described is pro-- duced. l
ln witness whereof, I have hereunto subscribedy my name in the presence ofV two witnesses. i
CARL E. BROCKHAUSEN. Vitnesses z D. B. Cnniivnn, C. J. CHiirsroFFEL.
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Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2435998A (en) * 1943-03-31 1948-02-17 Porete Mfg Company Composite prestressed concrete beam and slab structure
US2708846A (en) * 1947-01-15 1955-05-24 Cherry Louis Prefabricated fireproof building construction
US3918222A (en) * 1974-06-03 1975-11-11 Bahram Bahramian Prefabricated modular flooring and roofing system
US4081935A (en) * 1976-07-26 1978-04-04 Johns-Manville Corporation Building structure utilizing precast concrete elements
US4104844A (en) * 1973-09-06 1978-08-08 William Clinton Reid Method of erecting a building construction
US4211045A (en) * 1977-01-20 1980-07-08 Kajima Kensetsu Kabushiki Kaisha Building structure
US4546583A (en) * 1983-12-05 1985-10-15 Gary Hussar Modular building construction system
US4575978A (en) * 1984-03-28 1986-03-18 Huhn John H Pole shell building
US4912896A (en) * 1987-07-15 1990-04-03 Shamsai Mohammad H Beam/flooring system
US6058669A (en) * 1996-03-26 2000-05-09 Sicon, S.R.O. Joint of concrete building elements
WO2004057125A1 (en) * 2002-12-19 2004-07-08 D.L.C. S.R.L. A prefabricated multi-floor frame structure
US20080060293A1 (en) * 2006-09-11 2008-03-13 Hanlon John W Building system using modular precast concrete components
US20090188191A1 (en) * 2008-01-24 2009-07-30 Martin Williams Panelization Method and System
US20100071315A1 (en) * 2008-09-22 2010-03-25 Composite Frame, Inc. Composite concrete column and construction method using the same
US20110131905A1 (en) * 2009-12-07 2011-06-09 Paul Aumuller Cementitious deck or roof panels and modular building construction
WO2015038805A1 (en) * 2013-09-11 2015-03-19 Aditazz, Inc. Concrete deck for an integrated building system assembly platfrom
US9371648B1 (en) * 2015-09-02 2016-06-21 Nikolay P. Tikhovskiy Concrete building structure and method for modular construction of same
US9506266B2 (en) 2014-09-11 2016-11-29 Aditazz, Inc. Concrete deck with lateral force resisting system
US10094101B1 (en) * 2017-12-29 2018-10-09 Mohammad Omar A. Jazzar Precast concrete system with rapid assembly formwork
US20180291611A1 (en) * 2015-07-17 2018-10-11 Sumitomo Mitsui Construction Co., Ltd. Frame structure and method of constructing frame structure
US20180355600A1 (en) * 2014-03-04 2018-12-13 Dongguan Shixi Intelligent Machine Manufacturing Co., Ltd. Building structure and construction method for same
US10260224B1 (en) * 2017-12-29 2019-04-16 Mohammad Omar A. Jazzar Simplified precast concrete system with rapid assembly formwork
US20190119900A1 (en) * 2017-10-20 2019-04-25 Ruentex Engineering & Construction Co., Ltd. Construction method for a building
US20190203458A1 (en) * 2017-12-29 2019-07-04 Gerry Rutledge Structural frame for a building and method of constructing the same
US10640970B2 (en) * 2017-08-01 2020-05-05 Nandy Sarda Concrete building elements and assemblies thereof, and related methods
US11339561B2 (en) * 2016-07-06 2022-05-24 PT Blink Limited Method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly

Cited By (35)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2435998A (en) * 1943-03-31 1948-02-17 Porete Mfg Company Composite prestressed concrete beam and slab structure
US2708846A (en) * 1947-01-15 1955-05-24 Cherry Louis Prefabricated fireproof building construction
US4104844A (en) * 1973-09-06 1978-08-08 William Clinton Reid Method of erecting a building construction
US3918222A (en) * 1974-06-03 1975-11-11 Bahram Bahramian Prefabricated modular flooring and roofing system
US4081935A (en) * 1976-07-26 1978-04-04 Johns-Manville Corporation Building structure utilizing precast concrete elements
US4211045A (en) * 1977-01-20 1980-07-08 Kajima Kensetsu Kabushiki Kaisha Building structure
US4546583A (en) * 1983-12-05 1985-10-15 Gary Hussar Modular building construction system
US4575978A (en) * 1984-03-28 1986-03-18 Huhn John H Pole shell building
US4912896A (en) * 1987-07-15 1990-04-03 Shamsai Mohammad H Beam/flooring system
US6058669A (en) * 1996-03-26 2000-05-09 Sicon, S.R.O. Joint of concrete building elements
WO2004057125A1 (en) * 2002-12-19 2004-07-08 D.L.C. S.R.L. A prefabricated multi-floor frame structure
US20080060293A1 (en) * 2006-09-11 2008-03-13 Hanlon John W Building system using modular precast concrete components
US8011147B2 (en) * 2006-09-11 2011-09-06 Hanlon John W Building system using modular precast concrete components
US8205412B2 (en) * 2008-01-24 2012-06-26 Consolidated Systems, Inc. Panelization method and system
US20090188191A1 (en) * 2008-01-24 2009-07-30 Martin Williams Panelization Method and System
US20100071315A1 (en) * 2008-09-22 2010-03-25 Composite Frame, Inc. Composite concrete column and construction method using the same
US20110131905A1 (en) * 2009-12-07 2011-06-09 Paul Aumuller Cementitious deck or roof panels and modular building construction
WO2015038805A1 (en) * 2013-09-11 2015-03-19 Aditazz, Inc. Concrete deck for an integrated building system assembly platfrom
US20180355600A1 (en) * 2014-03-04 2018-12-13 Dongguan Shixi Intelligent Machine Manufacturing Co., Ltd. Building structure and construction method for same
US10837166B2 (en) * 2014-03-04 2020-11-17 Dongguan Shixi Intelligent Machine Manufacturing Co. Ltd. Building structure and construction method for same
US9506266B2 (en) 2014-09-11 2016-11-29 Aditazz, Inc. Concrete deck with lateral force resisting system
US20180291611A1 (en) * 2015-07-17 2018-10-11 Sumitomo Mitsui Construction Co., Ltd. Frame structure and method of constructing frame structure
US10465374B2 (en) * 2015-07-17 2019-11-05 Sumitomo Mitsui Construction Co., Ltd. Frame structure and method of constructing frame structure
US9371648B1 (en) * 2015-09-02 2016-06-21 Nikolay P. Tikhovskiy Concrete building structure and method for modular construction of same
US11746520B2 (en) 2016-07-06 2023-09-05 PT Blink Limited Method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly
US11339561B2 (en) * 2016-07-06 2022-05-24 PT Blink Limited Method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly
US10640970B2 (en) * 2017-08-01 2020-05-05 Nandy Sarda Concrete building elements and assemblies thereof, and related methods
US20190119900A1 (en) * 2017-10-20 2019-04-25 Ruentex Engineering & Construction Co., Ltd. Construction method for a building
US10760260B2 (en) * 2017-10-20 2020-09-01 Ruentex Engineering & Construction Co., Ltd. Construction method for a building
US20190203458A1 (en) * 2017-12-29 2019-07-04 Gerry Rutledge Structural frame for a building and method of constructing the same
US10895071B2 (en) * 2017-12-29 2021-01-19 Envision Integrated Building Technologies Inc. Structural frame for a building and method of constructing the same
US10260224B1 (en) * 2017-12-29 2019-04-16 Mohammad Omar A. Jazzar Simplified precast concrete system with rapid assembly formwork
US11377839B2 (en) 2017-12-29 2022-07-05 Envision Integrated Building Technologies Inc Structural frame for a building and method of constructing the same
US10094101B1 (en) * 2017-12-29 2018-10-09 Mohammad Omar A. Jazzar Precast concrete system with rapid assembly formwork
US11795681B2 (en) 2017-12-29 2023-10-24 Pace Building Technologies Inc. Structural frame for a building and method of constructing the same

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