[go: up one dir, main page]

US3864888A - Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures - Google Patents

Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures Download PDF

Info

Publication number
US3864888A
US3864888A US362800A US36280073A US3864888A US 3864888 A US3864888 A US 3864888A US 362800 A US362800 A US 362800A US 36280073 A US36280073 A US 36280073A US 3864888 A US3864888 A US 3864888A
Authority
US
United States
Prior art keywords
strips
gypsum board
sheet
concrete
ceiling
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
Application number
US362800A
Inventor
Burr E Tupper
Luis Cejudo Alva
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kaiser Gypsum Co Inc
Original Assignee
Kaiser Gypsum Co Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kaiser Gypsum Co Inc filed Critical Kaiser Gypsum Co Inc
Priority to US362800A priority Critical patent/US3864888A/en
Application granted granted Critical
Publication of US3864888A publication Critical patent/US3864888A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members

Definitions

  • ABSTRACT A form element for use in constructing concrete ceiling and floor structures.
  • the form element includes two gypsum board strips and a gypsum board sheet assembled in a U-shaped configuration.
  • the gypsum board pieces are retained in such configuration by two or more spacers within the U shape; steel strapping circumscribing the structure at the locations of the spacers retain the parts in assembled condition.
  • the form element is inverted and placed on two adjacent joists with the gypsum board sheet spanning the space between the joists.
  • the spacers support the sheet so that it can support fluid concrete placed thereon. After the concrete cures, the spacers are removed by cutting the strapping.
  • a method for forming the ceiling and floor structure is also disclosed.
  • This invention relates to a method and apparatus for forming concrete ceiling and floor structures and more particularly for employing gypsum wall board pieces as part of the form in constructing such ceiling and floor structures.
  • the present invention by way of contrast provides a novel form element that can be quickly fabricated and that is made substantially entirely of gypsum wall board.
  • the gypsum wall board is left in place and does not detract from the fire resistant character of the floor and ceiling structure. Rather, it enhances the sound and thermal insulative properties of the structure.
  • the form element is composed of two narrow gypsum board strips and a gypsum board sheet that spans the upper edges of the strips in a generally inverted U-shaped configuration.
  • the three gypsum board pieces are retained in assembled relationship by installing two or more spacers, preferably constructed of lumber, that span the two strips.
  • the spacers are retained in place in the preferred embodiment by a steel band or strap that circumscribes the entire structure.
  • the spacer in addition to maintaining the form element-in its proper configuration, sup ports the center of the gypsum board sheet while it in turn supports concrete placed thereon until the concrete cures. After the concrete cures, the spacers can be easily removed such as by cutting the steel strap that retains them so that the resultant floor and ceiling structure is entirely non-combustible.
  • Gypsum board because it is a manufactured product, can be provided with close tolerances in any thickness or length or width. Accordingly, the present invention makes feasible the construction of a large plurality of the form elements referred to above either at the job site or at a location remote from the job site, and the elements not only provide a concrete impervious form member but serve to space horizontal joists or beams which form a part of the completed floor and ceiling structure.
  • floor and ceiling structures according to the present invention are formed by first installing a plurality of pre-formed beams or joists, the ends of which typically rest on a previously constructed bearing wall.
  • the beams or joists which are preferably formed of steel reinforced concrete, have along their top edges, a marginal shoulder that has a width approximating the thickness of the gypsum board strips.
  • the form elements described above are placed so that the lower surfaces of the gypsum board strips reside in the marginal shoulders.
  • the form elements assist in properly aligning the beams and the beams when properly installed reinforce and support the form elements of the invention.
  • FIG. 1 is a perspective view partially broken away and partially exploded which shows a floor and ceiling structure and a form therefor constructed according to the present invention
  • FIG. 2 is a cross-sectional elevation view of a completed floor and ceiling structure formed according to the invention.
  • FIG. 3 is a perspective view of a form element according to the invention.
  • each joist is formed of reinforced concrete material having longitudinally extending reinforcing bars 16 from which extend upwardly at appropriate intervals Ushaped saddle members 18 also made of reinforcing steel.
  • a shoulder 20 which exists by virtue of an upstanding medial portion 22. Saddle members 18 are confined within medial portion 22 to avoid interference with marginal shoulders 20.
  • marginal shoulders 20 is significant and in one structure designed according to the present invention is'approximately /2 inch.
  • a dove-tail shape wooden nailing strip 24 which is adapted to receive nails 26 for mounting gypsum ceiling boards 28 in the completed structure.
  • gypsum board strips 30 and 32 Supported on opposite shoulders of adjacent joists 14 are the lower edges of gypsum board strips 30 and 32.
  • Strips 30 and 32 are rectangular and identical to one another in shape and size.
  • the vertical dimension of gypsum board strips 30 and 32 is chosen in accordance with the desired dimensions of the completed floor and ceiling structure and the expected load on it, a dimension of 7 centimeters or about 2% inches having been found satisfactory in one structure designed according to the present invention.
  • Spanning the upper edges of gypsum board strips 30 and 32 is a gypsum board sheet 34.
  • the length of the gypsum board sheet i.e., the dimension in a direction parallel to the longitudinal axis of joists 14 is chosen such that the final form element can be conveniently handled and installed by workmen and also in accordance with the overall span of the floor and ceiling structure involved.
  • a plurality of spacers 36 are provided.
  • the length of spacers 36 is equivalent to the distance between lateral faces of adjacent joists 14. Stated otherwise, the length of spacers 36 is equal to the width of gypsum board sheet 34 less the combined thicknesses of gypsum board strips 30 and 32.
  • the parts of the form element of FIG. 3 are retained in operative relationship by a steel strap 38 or like tension member that circumscribes the spacer 36, gypsum board strips 30 and 32, and gypsum board sheet 34.
  • the steel strap 36 can be nailed in place, it is preferred to secure it by a conventional strap connector 40 (see FIG. 1).
  • Wire of adequate strength can also be employed for the tension member. Accordingly, when the form element is in place, the lower edge of spacer 36 will be roughly co-extensive with phantom line 42 in FIG. 2, the phantom showing in FIG. 2 indicating that the spacer is removed when the floor and ceiling structure has been completed.
  • the upper edge surface of spacer 36 supports gypsum board sheet 34 so that wet concrete placed thereupon is supported while curing.
  • the completed floor and ceiling structure has openings or depressions in the bottom thereof that are suitable for containing utility lines and which depressions or cavities are lined with gypsum board.
  • the gypsum board affords numerous advantages including thermal and sound insulation and an attractive surface if it is not desired to install ceiling boards 28. ln any event, after the utility lines are installed within the cavities the ceiling side of the floor and ceiling structure can be finished by attaching ceiling boards 28 with nails 26 driven into dove-tail strips 24.
  • the present invention provides an extremely efficient and economical method and structure for constructing a poured concrete ceiling and floor. Because the invention permits use of gypsum board as form work, construction is expedited because the form work, since it is fireproof, need not be removed as is the case with lumber form work. Additionally, the supply ofgypsum board is substantially unlimited so that the invention avoids waste of lumber. All of these advantages are achieved without sacrificing strength and/or appearance of the ceiling and floor structure formed according to the invention.
  • a method for forming a floor structure comprising the steps of providing at least two parallelly spaced beams having vertical abutments that define upward facing marginal shoulders thereon, providing first and second unitary gypsum board strips having a thickness corresponding to the width of the marginal shoulders, placing the strips on the respective shoulders with the strips in substantially vertical disposed relation, providing a unitary gypsum board sheet having a width corresponding to the space between confronting vertical abutments of adjacent beams, placing the sheet on the upper edges of the strips so as to define, with said strips, an inverted channel-shaped configuration having a downwardly open concavity, supporting the medial region of the sheet with a transversely extending member contacting said sheet and the first and second strips, placing fluid concrete on top of the sheet, permitting the concrete to cure, terminating the supporting step by removing the transversely extending member and leaving said gypsum strips and sheet in place so as to create an integral structure comprised of concrete and said gypsum board strips and sheet.
  • a method according to Claim 1 wherein said supporting step comprises the steps of providing a rigid rectangular member having a length equal to the distance between the gypsum board strips when supported on the beam shoulders and mounting the rigid member between said strips in underlying relation to the gypsum

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

A form element for use in constructing concrete ceiling and floor structures. The form element includes two gypsum board strips and a gypsum board sheet assembled in a U-shaped configuration. The gypsum board pieces are retained in such configuration by two or more spacers within the U shape; steel strapping circumscribing the structure at the locations of the spacers retain the parts in assembled condition. The form element is inverted and placed on two adjacent joists with the gypsum board sheet spanning the space between the joists. The spacers support the sheet so that it can support fluid concrete placed thereon. After the concrete cures, the spacers are removed by cutting the strapping. A method for forming the ceiling and floor structure is also disclosed.

Description

United States Patent [191 Tapper et al.
[111 3,864,888 Feb. 11, 1975 [75] Inventors: Burr E. Tupper, Oakland, Calif.;
Luis Cejudo Alva, Edo De, Mexico [73] Assignee: Kaiser Gypsum Company, Inc.,
Oakland, Calif.
22 Filed: May22, 1973 21 Appl. No.: 362,800
[52] US Cl 52/741, 52/127, 52/329, 52/334 [51] Int. Cl. E04g 21/00 [58] Field of Search 52/320, 325, 338, 339, 52/329, 381, 577, 741, 334,127
[56] References Cited UNITED STATES PATENTS 610,139 8/1898 Jenkins 52/339 X 1,184,951 5/1916 Henning... 52/329 X 2,042,113 5/1936 Marten 52/381 X 2,233,054 2/1941 Heeren 52/338 X 3,188,773 6/1965 Schneller et al. 52/381 X FOREIGN PATENTS OR APPLICATIONS 1,125,762 7/1956 France 52/320 Ill llmt
168,002 8/1956 Australia 52/329 746,380 3/1933 France 52/329 1,004,524 11/1951 France 52/339 886,159 1/1962 Great Britain 52/339 Primary Examiner Alfred C. Perham Attorney, Agent, or Firm-James E.,Toomey; John K. Uilkema [57] ABSTRACT A form element for use in constructing concrete ceiling and floor structures. The form element includes two gypsum board strips and a gypsum board sheet assembled in a U-shaped configuration. The gypsum board pieces are retained in such configuration by two or more spacers within the U shape; steel strapping circumscribing the structure at the locations of the spacers retain the parts in assembled condition. The form element is inverted and placed on two adjacent joists with the gypsum board sheet spanning the space between the joists. The spacers support the sheet so that it can support fluid concrete placed thereon. After the concrete cures, the spacers are removed by cutting the strapping. A method for forming the ceiling and floor structure is also disclosed.
2 Claims, 3 Drawing Figures APPARATUS AND METHOD FOR EMPLOYING GYPSUM BOARD AS FORMS FOR POURED CONCRETE CEILING AND FLOOR STRUCTURES This inventionrelates to a method and apparatus for forming concrete ceiling and floor structures and more particularly for employing gypsum wall board pieces as part of the form in constructing such ceiling and floor structures.
Known prior art techniques for constructing form work for poured concrete floor and ceiling structures involve either the installation of metal or wooden form structures which are removed after pouring and curing of the concrete or the provision of precast concrete units which remain in place after the concrete is poured and cured. Although these prior art techniques have resulted in floor and ceiling structures of excellent strength and fire resistant characteristics, they involve either the provision of specially designed fabricated units or the complex time consuming operations of constructing wooden form work and removing the same after the concrete is poured which removal is essential in achieving a fire resistant structure.
The present invention by way of contrast provides a novel form element that can be quickly fabricated and that is made substantially entirely of gypsum wall board. The gypsum wall board is left in place and does not detract from the fire resistant character of the floor and ceiling structure. Rather, it enhances the sound and thermal insulative properties of the structure. In the preferred embodiment the form element is composed of two narrow gypsum board strips and a gypsum board sheet that spans the upper edges of the strips in a generally inverted U-shaped configuration. The three gypsum board pieces are retained in assembled relationship by installing two or more spacers, preferably constructed of lumber, that span the two strips. The spacers are retained in place in the preferred embodiment by a steel band or strap that circumscribes the entire structure. Thus, the spacer in addition to maintaining the form element-in its proper configuration, sup ports the center of the gypsum board sheet while it in turn supports concrete placed thereon until the concrete cures. After the concrete cures, the spacers can be easily removed such as by cutting the steel strap that retains them so that the resultant floor and ceiling structure is entirely non-combustible.
The cost advantage of gypsum board over lumber is notorious. Gypsum board, because it is a manufactured product, can be provided with close tolerances in any thickness or length or width. Accordingly, the present invention makes feasible the construction of a large plurality of the form elements referred to above either at the job site or at a location remote from the job site, and the elements not only provide a concrete impervious form member but serve to space horizontal joists or beams which form a part of the completed floor and ceiling structure.
As is the case in the prior art, floor and ceiling structures according to the present invention are formed by first installing a plurality of pre-formed beams or joists, the ends of which typically rest on a previously constructed bearing wall. The beams or joists, which are preferably formed of steel reinforced concrete, have along their top edges, a marginal shoulder that has a width approximating the thickness of the gypsum board strips. When the beams are in place the form elements described above are placed so that the lower surfaces of the gypsum board strips reside in the marginal shoulders. Thus, the form elements assist in properly aligning the beams and the beams when properly installed reinforce and support the form elements of the invention.
The objects, features and advantages of the present invention will be more apparent after referring to the following specification and accompanying drawing in which:
FIG. 1 is a perspective view partially broken away and partially exploded which shows a floor and ceiling structure and a form therefor constructed according to the present invention;
FIG. 2 is a cross-sectional elevation view of a completed floor and ceiling structure formed according to the invention; and
FIG. 3 is a perspective view of a form element according to the invention.
Referring more particularly to the drawing reference numeral 12 indicates a bearing wall formed in any suitable manner and constituting no part'of the present invention. A second bearing wall (not shown) is typically provided in parallel spaced relation to wall 12. Span ning the walls are a plurality of substantially identical beams or joists 14a, 14b, 14c, 14d. As seen most clearly in FIG. 2, each joist is formed of reinforced concrete material having longitudinally extending reinforcing bars 16 from which extend upwardly at appropriate intervals Ushaped saddle members 18 also made of reinforcing steel. At the marginal edges of the upper surface of each joist is a shoulder 20 which exists by virtue of an upstanding medial portion 22. Saddle members 18 are confined within medial portion 22 to avoid interference with marginal shoulders 20. The width of marginal shoulders 20 is significant and in one structure designed according to the present invention is'approximately /2 inch. On the lower surface of joist 14 is a dove-tail shape wooden nailing strip 24 which is adapted to receive nails 26 for mounting gypsum ceiling boards 28 in the completed structure.
Supported on opposite shoulders of adjacent joists 14 are the lower edges of gypsum board strips 30 and 32. Strips 30 and 32 are rectangular and identical to one another in shape and size. The vertical dimension of gypsum board strips 30 and 32 is chosen in accordance with the desired dimensions of the completed floor and ceiling structure and the expected load on it, a dimension of 7 centimeters or about 2% inches having been found satisfactory in one structure designed according to the present invention. Spanning the upper edges of gypsum board strips 30 and 32 is a gypsum board sheet 34. The length of the gypsum board sheet, i.e., the dimension in a direction parallel to the longitudinal axis of joists 14 is chosen such that the final form element can be conveniently handled and installed by workmen and also in accordance with the overall span of the floor and ceiling structure involved.
For retaining the form element in assembled condition during its installation on joists 14, a plurality of spacers 36 are provided. The length of spacers 36 is equivalent to the distance between lateral faces of adjacent joists 14. Stated otherwise, the length of spacers 36 is equal to the width of gypsum board sheet 34 less the combined thicknesses of gypsum board strips 30 and 32. The parts of the form element of FIG. 3 are retained in operative relationship by a steel strap 38 or like tension member that circumscribes the spacer 36, gypsum board strips 30 and 32, and gypsum board sheet 34. Although the steel strap 36 can be nailed in place, it is preferred to secure it by a conventional strap connector 40 (see FIG. 1). Wire of adequate strength can also be employed for the tension member. Accordingly, when the form element is in place, the lower edge of spacer 36 will be roughly co-extensive with phantom line 42 in FIG. 2, the phantom showing in FIG. 2 indicating that the spacer is removed when the floor and ceiling structure has been completed. The upper edge surface of spacer 36 supports gypsum board sheet 34 so that wet concrete placed thereupon is supported while curing.
With the joists l4 and the associated form elements in place additional steel bars 44 are installed and are appropriately engaged with saddles 18. Then after installation of a suitable peripheral concrete impervious form member, which constitutes no part of the present invention fluid concrete 46 is placed on top of the structure to the appropriate level and is finished in accordance with conventional procedures.
After 46 has cured, spacers 36 are removed from the bottom, in certain instances such removal requiring the cutting of steel straps 38. The spacers, because they are typically made of lumber, must be removed to provide a fire resistant structure and they can be reused numerous times. Thus, it will be seen that the completed floor and ceiling structure has openings or depressions in the bottom thereof that are suitable for containing utility lines and which depressions or cavities are lined with gypsum board. The gypsum board affords numerous advantages including thermal and sound insulation and an attractive surface if it is not desired to install ceiling boards 28. ln any event, after the utility lines are installed within the cavities the ceiling side of the floor and ceiling structure can be finished by attaching ceiling boards 28 with nails 26 driven into dove-tail strips 24.
Thus, it will be seen that the present invention provides an extremely efficient and economical method and structure for constructing a poured concrete ceiling and floor. Because the invention permits use of gypsum board as form work, construction is expedited because the form work, since it is fireproof, need not be removed as is the case with lumber form work. Additionally, the supply ofgypsum board is substantially unlimited so that the invention avoids waste of lumber. All of these advantages are achieved without sacrificing strength and/or appearance of the ceiling and floor structure formed according to the invention.
Although one embodiment of the invention has been shown and described, it will be obvious that other adaptations and modifications can be made without departing from the true spirit and scope of the invention.
What'is claimed is:
l. A method for forming a floor structure comprising the steps of providing at least two parallelly spaced beams having vertical abutments that define upward facing marginal shoulders thereon, providing first and second unitary gypsum board strips having a thickness corresponding to the width of the marginal shoulders, placing the strips on the respective shoulders with the strips in substantially vertical disposed relation, providing a unitary gypsum board sheet having a width corresponding to the space between confronting vertical abutments of adjacent beams, placing the sheet on the upper edges of the strips so as to define, with said strips, an inverted channel-shaped configuration having a downwardly open concavity, supporting the medial region of the sheet with a transversely extending member contacting said sheet and the first and second strips, placing fluid concrete on top of the sheet, permitting the concrete to cure, terminating the supporting step by removing the transversely extending member and leaving said gypsum strips and sheet in place so as to create an integral structure comprised of concrete and said gypsum board strips and sheet.
2. A method according to Claim 1 wherein said supporting step comprises the steps of providing a rigid rectangular member having a length equal to the distance between the gypsum board strips when supported on the beam shoulders and mounting the rigid member between said strips in underlying relation to the gypsum

Claims (2)

1. A method for forming a floor structure comprising the steps of providing at least two parallelly spaced beams having vertical abutments that define upward facing marginal shoulders thereon, providing first and second unitary gypsum board strips having a thickness corresponding to the width of the marginal shoulders, placing the strips on the respective shoulders with the strips in substantially vertical disposed relation, providing a unitary gypsum board sheet having a width corresponding to the space between confronting vertical abutments of adjacent beams, placing the sheet on the upper edges of the strips so as to define, with said strips, an inverted channel-shaped configuration hAving a downwardly open concavity, supporting the medial region of the sheet with a transversely extending member contacting said sheet and the first and second strips, placing fluid concrete on top of the sheet, permitting the concrete to cure, terminating the supporting step by removing the transversely extending member and leaving said gypsum strips and sheet in place so as to create an integral structure comprised of concrete and said gypsum board strips and sheet.
2. A method according to Claim 1 wherein said supporting step comprises the steps of providing a rigid rectangular member having a length equal to the distance between the gypsum board strips when supported on the beam shoulders and mounting the rigid member between said strips in underlying relation to the gypsum board sheet.
US362800A 1973-05-22 1973-05-22 Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures Expired - Lifetime US3864888A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US362800A US3864888A (en) 1973-05-22 1973-05-22 Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US362800A US3864888A (en) 1973-05-22 1973-05-22 Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures

Publications (1)

Publication Number Publication Date
US3864888A true US3864888A (en) 1975-02-11

Family

ID=23427579

Family Applications (1)

Application Number Title Priority Date Filing Date
US362800A Expired - Lifetime US3864888A (en) 1973-05-22 1973-05-22 Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures

Country Status (1)

Country Link
US (1) US3864888A (en)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1982000677A1 (en) * 1980-08-19 1982-03-04 Prod Res Dev Corp Constr Precast building element and method
US4545169A (en) * 1983-06-14 1985-10-08 Polyfab S.A.R.L. Prefabricated transportable concrete floor system and method for producing same
US4894966A (en) * 1988-11-08 1990-01-23 Bailey Paul R Fire stopping apparatus
ES2135306A1 (en) * 1996-05-16 1999-10-16 Extremadura 2000 De Estructura Closure applicable to load-bearing beams or plates of pi form resting on a semi-prefabricated beam to be concreted
DE19962608A1 (en) * 1999-12-23 2001-08-02 Ibb Ingenieur Bruecken Und Tie Cross bearer for roller bearer in concrete superstructure involves ready-made parts produced in concrete works and formed as end cross bearer
US20030033758A1 (en) * 2001-02-02 2003-02-20 Sanger Wallace D. Concrete building module roof form with I-beam and support apparatus
US20030093965A1 (en) * 2001-10-02 2003-05-22 Miller Philip Glen Hybrid precast concrete and metal deck floor panel
US6598357B2 (en) * 2001-02-02 2003-07-29 Wallace D. Sanger Concrete building module roof form and support apparatus
US20040148885A1 (en) * 2003-02-03 2004-08-05 Coperlegno S.R.L. Prefabricated components for making floor slabs, floors and walls with exposed wood beams for small buildings
US20070271864A1 (en) * 2004-08-13 2007-11-29 Wilhelm Haeussler Steel-Concrete Hollow Bodied Slab Or Ceiling
US20130306835A1 (en) * 2009-06-24 2013-11-21 Mitsubishi Heavy Industries, Ltd. Concrete platform
CN105040878A (en) * 2015-08-18 2015-11-11 湖南东方红建设集团有限公司 Overlapped floor
CN105544983A (en) * 2015-12-15 2016-05-04 安徽伟宏钢结构集团股份有限公司 Light steel keel gypsum board furred ceiling construction process
EP3524745A1 (en) * 2018-02-12 2019-08-14 Pakon AG Structural element for sound absorption
US20240410187A1 (en) * 2023-06-09 2024-12-12 Kroeker Farms Limited Vent for a ventilated concrete floor structure and method of forming a ventilated concrete floor structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US610139A (en) * 1898-08-30 Warner h
US1184951A (en) * 1915-04-09 1916-05-30 United States Gypsum Co Method of making cores for reinforced concrete or plaster floor construction.
US2042113A (en) * 1935-08-24 1936-05-26 Elmer W Marten Wall and floor construction
US2233054A (en) * 1939-05-27 1941-02-25 United States Gypsum Co Building structure
US3188773A (en) * 1960-08-24 1965-06-15 Nat Gypsum Co Wall construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US610139A (en) * 1898-08-30 Warner h
US1184951A (en) * 1915-04-09 1916-05-30 United States Gypsum Co Method of making cores for reinforced concrete or plaster floor construction.
US2042113A (en) * 1935-08-24 1936-05-26 Elmer W Marten Wall and floor construction
US2233054A (en) * 1939-05-27 1941-02-25 United States Gypsum Co Building structure
US3188773A (en) * 1960-08-24 1965-06-15 Nat Gypsum Co Wall construction

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4363200A (en) * 1980-08-19 1982-12-14 Construction Products Research And Development Corporation Pre-cast building element and method
WO1982000677A1 (en) * 1980-08-19 1982-03-04 Prod Res Dev Corp Constr Precast building element and method
US4545169A (en) * 1983-06-14 1985-10-08 Polyfab S.A.R.L. Prefabricated transportable concrete floor system and method for producing same
US4894966A (en) * 1988-11-08 1990-01-23 Bailey Paul R Fire stopping apparatus
ES2135306A1 (en) * 1996-05-16 1999-10-16 Extremadura 2000 De Estructura Closure applicable to load-bearing beams or plates of pi form resting on a semi-prefabricated beam to be concreted
DE19962608C2 (en) * 1999-12-23 2003-10-23 Ibb Ingenieur Bruecken Und Tie Procedure for the construction of WIB superstructures
DE19962608A1 (en) * 1999-12-23 2001-08-02 Ibb Ingenieur Bruecken Und Tie Cross bearer for roller bearer in concrete superstructure involves ready-made parts produced in concrete works and formed as end cross bearer
US6691470B2 (en) * 2001-02-02 2004-02-17 Wallace D. Sanger Concrete building module roof form with I-beam and support apparatus
US6598357B2 (en) * 2001-02-02 2003-07-29 Wallace D. Sanger Concrete building module roof form and support apparatus
US20030033758A1 (en) * 2001-02-02 2003-02-20 Sanger Wallace D. Concrete building module roof form with I-beam and support apparatus
US20030093965A1 (en) * 2001-10-02 2003-05-22 Miller Philip Glen Hybrid precast concrete and metal deck floor panel
US7143555B2 (en) * 2001-10-02 2006-12-05 Philip Glen Miller Hybrid precast concrete and metal deck floor panel
US20040148885A1 (en) * 2003-02-03 2004-08-05 Coperlegno S.R.L. Prefabricated components for making floor slabs, floors and walls with exposed wood beams for small buildings
US7281357B2 (en) * 2003-02-03 2007-10-16 Coperlegno S.R.L. Prefabricated components for making floor slabs, floors and walls with exposed wood beams for small buildings
US20070271864A1 (en) * 2004-08-13 2007-11-29 Wilhelm Haeussler Steel-Concrete Hollow Bodied Slab Or Ceiling
US7540121B2 (en) * 2004-08-13 2009-06-02 Bam Ag Steel-concrete hollow bodied slab or ceiling
US20130306835A1 (en) * 2009-06-24 2013-11-21 Mitsubishi Heavy Industries, Ltd. Concrete platform
CN105040878A (en) * 2015-08-18 2015-11-11 湖南东方红建设集团有限公司 Overlapped floor
CN105544983A (en) * 2015-12-15 2016-05-04 安徽伟宏钢结构集团股份有限公司 Light steel keel gypsum board furred ceiling construction process
EP3524745A1 (en) * 2018-02-12 2019-08-14 Pakon AG Structural element for sound absorption
US20240410187A1 (en) * 2023-06-09 2024-12-12 Kroeker Farms Limited Vent for a ventilated concrete floor structure and method of forming a ventilated concrete floor structure
US12509891B2 (en) * 2023-06-09 2025-12-30 Kroeker Farms Limited Vent for a ventilated concrete floor structure and method of forming a ventilated concrete floor structure

Similar Documents

Publication Publication Date Title
US4885884A (en) Building panel assembly
US4566240A (en) Composite floor system
US3864888A (en) Apparatus and method for employing gypsum board as forms for poured concrete ceiling and floor structures
US3676967A (en) Forms for concrete wall construction
US6622452B2 (en) Insulated concrete wall construction method and apparatus
US4625484A (en) Structural systems and components
US5930965A (en) Insulated deck structure
US4087072A (en) Form means for fabricating pre-cast structural panels
US6494004B1 (en) Self jigging concrete wall structure and method of construction
JP3866284B2 (en) How to construct a suspended floor
US947514A (en) Concrete floor construction.
KR20130113315A (en) A building structure
US4549381A (en) Composite joist system
US3999341A (en) Composite concrete structure and method of making same
US3195209A (en) Concrete erection and stripping system
US3121933A (en) Erection and stripping of concrete forms
GB2118989A (en) Dry-laid floors
EP0149433A2 (en) Prefabricated reinforced plate-shape elements made of thermo-acoustic insulating plastic material, in particular polyurethan resin, comprising a reinforcement for at least one beam of the floor and forming parts of a one-use mold for said floor
JPH0266246A (en) Insulating concrete with space truss and construction thereof
JP2001227094A (en) Floor structure of steel framed building
JPS6215368Y2 (en)
JPS5950818B2 (en) Floor formwork that can also be used as a ceiling finishing member
KR20040017560A (en) Deck panel for reinforced concrete slab
KR930005630B1 (en) Assembling slab of building
KR0137465Y1 (en) Deck Girder of Reinforced Concrete Slab