US3719015A - Prefabricated house - Google Patents
Prefabricated house Download PDFInfo
- Publication number
- US3719015A US3719015A US00184007A US3719015DA US3719015A US 3719015 A US3719015 A US 3719015A US 00184007 A US00184007 A US 00184007A US 3719015D A US3719015D A US 3719015DA US 3719015 A US3719015 A US 3719015A
- Authority
- US
- United States
- Prior art keywords
- story
- roof deck
- panels
- bonding agent
- panel
- 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
- 230000008878 coupling Effects 0.000 claims abstract description 54
- 238000010168 coupling process Methods 0.000 claims abstract description 54
- 238000005859 coupling reaction Methods 0.000 claims abstract description 54
- 239000007767 bonding agent Substances 0.000 claims abstract description 37
- 229910052751 metal Inorganic materials 0.000 claims description 52
- 239000002184 metal Substances 0.000 claims description 52
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 238000005192 partition Methods 0.000 description 13
- 230000004048 modification Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 229920001807 Urea-formaldehyde Polymers 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920002689 polyvinyl acetate Polymers 0.000 description 1
- 239000011118 polyvinyl acetate Substances 0.000 description 1
- 239000011819 refractory material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/383—Connection of concrete parts using adhesive materials, e.g. mortar or glue
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/3607—Connecting; Fastening the fastening means comprising spacer means adapted to the shape of the profiled roof covering
Definitions
- ABSTRACT [30] Foreign Application p i i Data A prefabricated house comprising first story floor panels laid on foundation pedestals and fastened to July 9, 1971 Japan ..46/51369 Said foundation pedestals by anchor bolts fi story wall panels individually having a frame formed at the [52] US. Cl. ..52/236, 52/270, 52/274, coupling d with a notch joined to the frame of Said 52/299 first story panels at least by a bonding agent, second [51] Int. Cl.
- FIGS F/G.7 9 39 PATENTEUHAR 61915 3,719,015
- FIG. 1 A first figure.
- the present invention is intended to improve the above drawbacks in the constructional prefabricated house.
- a first object of the invention is to provide a prefabricated house, which can be extremely simply assembled from a minimum number of standard construction elements, has a completely united structure and can meet the detailed demands of the user.
- a second object of the invention is to provide a prefabricated house, which comprises first story floor panels, first story wall panels, second story floor panels and second story wall panels, these panels being simply and rigidly united.
- a third object of the invention is to provide a prefabricated house, in which adjoining panels, for instance adjoining wall panels and an adjacent partition panel, are directly and rigidly tied together without using any metal joiner.
- a fourth object of the invention is to provide prefabricated house, in which adjoining wall panels, for instance adjoining corner wall panels, are directly and rigidly tied together without using any metal joiner.
- a fifth object of the invention is to provide a prefabricated house, in which a roof deck is firmly tied to the wall panels and will not rattle or will not be detached even if it is subjected to a strong blowing-up wind.
- a sixth object of the invention is to provide a prefabricated house, in which first story and second story wall panels, a second story floor panel and a ceiling panel are extremely rigidly tied together.
- a seventh object of the invention is to provide a prefabricated house, in which rain water will not leak through the coupling between a roof deck provided on a ceiling panel and wall panels.
- An eighth object of theinvention is to provide a prefabricated house, in which a roof deck may be attached simply and stably supported in a correct position.
- a ninth objectof the invention is to provide a prefabricated house, in which a roof deck is attached to a special roof deck attachment metal intervening between it and a ceiling panel for enhancing the permeability and machanical strength of the roof deck.
- a tenth object of the invention is to provide a prefabricated house, in which roof deck eaves support means are not exposed and compactly and rigidly supported.
- FIG. 1 is an elevational sectional view showing an embodiment of the prefabricated house according to the invention.
- FIG. 2 is a fragmentary sectional view, to an enlarged scale, showing the coupling between a first story floor panel, a first story wall panel and a foundation pedestal.
- FIG. 3 is a view similar to FIG. 2 showing a modified example of the coupling.
- FIG. 4 is a fragmentary sectional view, to an enlarged scale, showing the coupling between a first story wall panel, a second story floor panel and a second story wall panel.
- FIG. 5 is a fragmentary sectional view, to an enlarged scale, showing the coupling between a roof deck, a roof deck attachment metal and a cutwater iron plate.
- FIG. 6 is a fragmentary sectional view, to an enlarged scale, showing the coupling a roof deck and a roof deck attachment metal.
- FIG. 7 is a fragmentary sectional view, to an enlarged scale, showing the coupling between corner wall panels.
- FIG. 8 is a fragmentary sectional view, to an enlarged A scale, showing the coupling between a partition wall panel and wall panels.
- FIG. 9 is a fragmentary sectional view, to an enlarged scale, showing the coupling between a partition wall paneland second story floor panels.
- FIGS. 10 to 13 show different examples of the coupling of a roof deck and a roof deck attachment metal.
- FIG. 14 is a vertically sectional view of the arrangement ofFIG. l3.
- the main component parts such as floor panels, wall panels and ceiling panels are assembled into a rigid house structure.
- FIG. 2 illustrates the coupling between a foundation pedestal l, a first story floor panel 3 and a first story wall panel 4.
- the foundation pedestal 1 is provided with an anchor bolt 7 embedded therein.
- the frame 8 of the first story wall panel 4 is notched at the end to be attached.
- the frame 10 of the first story floor panel 3 is formed at the attachment end with a notched recess 11 and an anchor bolt insertion hole 12 communicating therewith.
- the anchor bolt 7 extends through the anchor bolt insertion hole 12 into the notched recess 11 and is fitted with a fastening nut 13.
- the first story floor panel 3 is securely tied to the foundation pedestal 1 by fastening the nut 13
- the notched end of the frame 8 of the first story wall panel 4 is held against the attachment end of the first story floor panel 3 and is rigidly tied thereto by suitably driving threaded nails 14.
- the abutting faces of the frames 8 and 10 of the first story floor and wall panels 3 and 4 are bonded together by a so-called construction bonding agent, for instance an adhesive composed of polyvinyl acetate, a phenol resin, a urea resin or an epoxy resin.
- the epoxy resin adhesives are most excellent to this end.
- Reference numeral designates a refractory material such as glass wool.
- FIG. 3 shows a modification of the coupling.
- the first story floor panel 3 is provided a notched recess 11 and a hole 12 communicating therewith similar to the coupling of FIG. 2.
- a coupling bolt 17 Inserted through the hole 12, in this example, is a coupling bolt 17, which is securely joined to the anchor bolt 7 by such means as a turnbuckle 18.
- FIG. 4 illustrates the coupling between a first story wall panel 4, a second story floor panel 3a and a second story wall panel 4a.
- the frame 8 of the first story wall panel 4 is formed with a notch 9 at the attachment end.
- the frame 8a of the second story wall panel 4a is formed with a notch 90 at the attachment end.
- These notches 9 and 9a define a coupling recess 19, in which the corresponding edge of the second story floor panel 3a is received.
- the frames 8 and 8a of the first story and second story wall panels 4 and 4a are rigidly tied to the second story floor panel 3a by several threaded nails 20.
- the first story and second story wall panels 4 and 4a are also notched on the side opposite the second story floor panel 30 to define an outer recess 19a for attaching, for instance, a terrace 19b. Similar to the coupling of FIG. 2, the abutting faces of the frames 8 and 8a of the first story and second story wall panels 4 and 4a and the second story floor panels 3a are bonded together by a bonding agent.
- the second floor panel 3a has only a single face plate.
- Reference numeral 21 designates a cutwater iron plate.
- Partition wall panels 22 may be appropriately interposed between and secured to the first story and second story floor panels 3 and 3a. (See FIGS. 1 and 9) w FIG.
- FIG. 5 shows the coupling between a second story floor panel 3a, a second story wall panel 4a and the coupling between the second story floor panel 3a, a wall panel 24a provided with a sliding door or a window, for instance, and a ceiling panel 5.
- the notch 9a formed in the frame 80 of the second story wall panel 4a is held against the coupling edge of the second story floor panel 3a, which is placed on the left half of the top of the wall panel 24.
- the second story wall panel 46, the second story floor panel 3a and the wall panel 24 are rigidly tied together by threaded nails 25.
- the ceilingpanel 5 is placed on the right half of the top of the wall panel 24 and is rigidly tied thereto by threaded nails 25
- the frame 80 of the second story wall panel 4a is spaced from the ceiling panel 5 to define a gap 26 for receiving the edge of a roof deck 6.
- the roof deck 6 has an attachment metal 28 attached on the ceiling panel 5 for securing theroof deck 6 in the correct position.
- Reference numeral 29 designates a cutwater iron plate.
- an edge of the ceiling panel 5 is received in a notch formed in the frame of the corresponding first story wall panel 4 and is rigidly tied thereto by a fastening bolt 30.
- the frame 8 of the first story wall panel 4 is held adjacent its lower end against the corresponding edge of the first story floor panel 3 and is rigidly tied thereto by threaded nails 31.
- the first story floor panel 3 is coupled through an associated base ring 32 with the corresponding foundation pedestal 1 in the same way as shown in FIG. 2.
- the notched edge of the frame 8 of the first story wall panel 4 adjacent the ceiling panel 5 is provided with an attachment portion 34 of the roof deck attachment metal 33 and is rigidly secured thereto by the fastening bolt 30.
- the roof deck attachment metal 33 is integrally provided with a support member 35 upwardly extending and having a horizontal top edge 36 held against an inner recess portion of the roof deck 6 and rigidly secured thereto together with an L- shaped metal member 37 on top of the roof deck 6 by a roof rivet 38.
- FIG. 7 shows the coupling of corner wall panels, for instance first story wall panels.
- the notched portions 9 of the frames 8 of the two first story wall panels 4 are held against each other and are tied together by threaded nails 39.
- the abutting faces of both the frames 8 are bonded together by a bonding agent similar to the coupling of FIG. 2.
- FIG. 8 shows the coupling of a partition wall panel and wall panels.
- the coupling edge of the partition wall panel 2 is received in a recess 40 defined by the notched formed, for instance, in the frames 8 of abutting first story wall panels 4, and is rigidly tied thereto by threaded nails 41.
- the abutting faces are also bonded together by a bonding agent.
- FIG. 9 shows the coupling of a partition wall panel 22 and second story floor panels.
- the top of the partition wall panel 22 is held against the junction of the two adjoining second story floor panels 3a, and is rigidly tied thereto by threaded nails 42.
- the second story ceiling panel 5a is received in the notch 9a formed in the frame 8a of the second story wall panel 4a, and is also rigidly tied thereto by a fastening bolt 30.
- the second story ceiling panel 50 is also rigidly tied to the attachment portion 34 of the roof deck attachment metal 33 bythe fastening bolt 30, in the totally same way as is illustrated in FIG. 6, so like parts are designated by like reference numerals and are not described in detail.
- reference numeral 43 designates windows, each of which may comprise an aluminum window sash 44, a wire screen 45 and louver boards 46.
- Numeral 47 designates a doorsill, numeral 48 a doorhead, and numeral 49 a sliding door fitted therein. 7
- the first story floor panels 3 are laid on the foundation pedestals l and independent foundation 2. The abutting edges of the adjoining first story floor panels 3 are bonded together by a bonding agent.
- the anchor bolts 7 are inserted through the respective anchor bolt insertion holes 12 of the first story floor panels 3, which are then securely tied to the on the anchor bolts 7 (see FIG. 2).
- the first story wall panels 4 are bonded at the coupling end thereof to the, coupling edge of the corresponding first story floor panels 3 by a bonding agent, and are rigidly fastened thereto by threaded nails 14 (see FIG. 2).
- the partition wall panel 22 and the sliding door frame wall panel 24 are rigidly fastened to the predetermined portions of the first story floor panels 3 to define rooms 50, 51 and 52.
- the second floor panels 3a are bonded at the coupling ends thereof to the corresponding notches 9 formed in the frames of the first story wall panels 4 by a bonding agent, and are rigidly fastened thereto by threaded nails (see FIG. 4). Also, some of the second story floor panels 30 over the partition wall panel 22 and the sliding door frame wall panel 24 are rigidly fastened thereto by threaded nails (see FIG. 5 and 8).
- the first story ceiling panel 5 is placed at opposite ends thereof on top of the inner wall panel 24 and in the notch 9 formed in the frame 8 of the corresponding first story wall panel 4, and bonded thereto by a bonding agent.
- the rooms 50, 51 and 52 are completely defined by the respective floor panels, wall panels, and ceiling panel.
- the second story wall panels 4a are erected above some of the first story wall panels 4 and the sliding door frame wall panel 24.
- the adjoining first story and second story wall panels 4 are rigidly fastened to the coupling edge of the second story floor panel 3a received in the recess 19 defined by the adjacent notches formed in their frames 8 and 8a by threaded nails 20.
- the abutting faces of these panels are bonded together by a bonding agent (see FIG. 4).
- the second story wall panel 4a above the sliding door frame wall I panel 24 has its frame 8a bonded at the notch 9 thereof to the corresponding end of the second story floor panel 3a by a bonding agent, and is rigidly fastened thereto by threaded nails 25 (see FIG. 5).
- the partition wall panel 22a and the sliding door frame wall panel 22 are rigidly fastened to the predetermined portions of the second story floor panels 3a and the second story ceiling panels 5a, thus defining rooms 53, 54 and 55
- the first story roof deck 6 is placed on the first story ceiling panel 5, with its one edge inserted in the gap 26 formed between the ceiling panel 5 and the frame 8a of the corresponding second story wall panel 4a and the angle-shaped cutwater iron plate 29 partly inserted in the second story wall panel 4a placed on the end ridge of the roof deck 6 and fastened thereto by roof deck rivet bolts 38.
- the roof deck 6 is also supported on the horizontal portion 36 of the roof deck attachment metal 33, which is secured to the frame 8 of the corresponding first story wall panel 4 by the fastening bolt 30, and tied thereto by roof deck rivet bolts 38.
- the second story roof deck 6a is also tied to the second story ceiling panel 5a through the roof deck attachment metal 33.
- FIGS. 10, 11 and 13 show modifications of the roof deck attachment metal according to the invention.
- the attachment metal 33 has a zigzag shape consisting of alternate hill portions 56 and valley portions 57 and having a plurality of grooves 58.
- the hill portion 56 has a horizontal top 58 provided with outwardly extending roof deck rivet bolts 38.
- the roof deck 6, whose insertion holes are fitted on the respective roof deck rivet bolts 38, may be rigidly attached to the roof deck attachment metal 33 by fastening nuts 60 fitted on the rivet bolts.
- the attachment metal 33 is rigidly fastened to the frame 80 of the wall panel 6a by means of the fastening bolts 30.
- the roof deck at tachment metal 33 has hill and valley portions 56 and 57 engaging a roof deck 6, which is firmly secured thereto by roof deck rivet bolts 38.
- the roof deck attachment metal 33 is rigidly tied to a second story wall panel 4a by means such as threaded nails 61.
- an angular fitting metal is designated at 62.
- a roof deck attachment metal 33 having alternate hill and valley por-.
- tions is rigidly fastened, 'for example by means of screws, with its valley portions 330 to the flange 63 of the metal 62.
- a plate 64 Spaced from the valley portion 33a is a plate 64 having an U-shaped section, both side flaps 64a of which (one of which is illustrated in FIG. 13) lie alongthe inside tapered faces of the roof deck attachment metal 33.
- a facing (or cut-off wall) 65 is rigidly secured, for example by spot-welding, at its lower edge to the plate 64.
- the facing 65 is formed substantially to suit to the shape of the valley portion of the metal 33 and adapted to be assembled from one side.
- V -shaped groove 66 Formed at the lower end of the facing 65 is a V -shaped groove 66 produced by folding, from the upper part of which an upright flap 67 extends and is bent at the top into a horizontal flap 68.
- This horizontal flap 68 is rigidly secured, for example by means of bolts to the hill portions 69 of the attachment metal 33.
- a V- shaped groove 71 is formed by the inclined flap 70 of the cut-off wall 65 and the inclined surface of the attachment metal 33. Therefore, a room for receiving the roof deck results along the valley portionof thecut-off wall 65. Inserted into these grooves is the end portion of the roof deck 6.
- the gap between the inserted end 60 and the walls of the grooves is filled with a calking material 72, thus ensuring water-tightness.
- floor panels, wall panels and. ceiling panels are united together at least by bonding the abutting faces by a bonding agent, so that a rigid unitary house structure may be obtained extremely simply.
- the prefabricated house according to the inven tion can be assembled from a minimum number of standard construction elements. Further, it is possible to construct a house structure fully meeting the detailed demands of user.
- the coupling between a first story wall panel, a second story wall panel, and a second story floor panel, the coupling between the first story wall panel, the second story floor panel and a ceiling panel and the coupling between a partition wall panel and a non-partition wall panels are achieved by driving threaded nails in a T-shaped fashion, so that rigid coupling may be obtained without using any metal joiner.
- the comer wall panels may be rigidly joined together by driving threaded nails and without using any metal joiner.
- the roof deck may be firmly tied to the wall panels such that it will not rattle or will not be detached even if it is subjected to a strong blowing-up wind.
- the leaking of rain water maybe prevented by virture of the cutwater iron plate provided at the junction of the roof deck provided on a ceiling panel and wall panels. Further, by virture of the roof deck attachment metal, the roof deck may be attached extremely simply and speedily and may be supported stably. Also, the roof deck attachment metal can increase the strength of the attachment without impairing the appearance.
- a prefabricated house comprising first story floor panels laid on foundation pedestals and fastened to said foundation pedestals by anchor bolts, first story wall panels individually having a frame formed at the coupling end with a notch joined to the frame of said first story floor panels, at least by a bonding agent second story floor panels individually joined to a notch formed in said first story wall panels at least by a bonding agent, second story wall panels individually joined to the coupling edge of said second story floor panels at least by a bonding agent, and a ceiling panel joined to the notches formed in the frames of said second story wall panels at least by a bonding agent, all said panels being completely united.
- first story and second story wall panels are rigidly fastened to the coupling edge of a corresponding second story floor panel, said coupling edge being received in a recess defined by engagement notches formed in the frames of said first story and second story wall panels at the adjoining ends thereof, and which further comprises a roof deck having one edge received in an engagement notch formed in the frame of a corresponding second story wall panel.
- the prefabricated house according to claim 1 which further comprises a roof deck having alternate hill and valley portions, and a roof deck attachment metal having alternate hill and valley portions engaging the respective hill and valley portions of said roof deck, the hill portions of said roof deck attachment metal being provided with respective roof deck rivet bolts extending through said roof deck and an L-shaped reinforcement metal, said reinforcement metal and said roof deck being secured to said roof deck attachment metal by said respective roof deck rivet bolts.
- roof deck having alternate hill and valley portions
- roof deck attachment metal having alternate hill and valley portions secured to the respective hill and valley portions of said roof deck by roof deck rivet bolts.
- each said first story floor panel is coupled to each said foundation pedestal by a coupling bolt inserted through an insertion hole formed in the frame of said first story floor panel, the head of said coupling bolt being received in a recess formed in the frame of said first story floor panel and communicating with said insertion hole, said coupling bolt being joined to an anchor bolt embedded in said foundation pedestal through a turn buckle.
- the prefabricated house according to claim 1 which further comprises a roof deck, and a roof deck attachment provided integrally with an upwardly ex tending support member having a horizontal top edge secured to an inner recess portion of said roof deck.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5136971 | 1971-07-09 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3719015A true US3719015A (en) | 1973-03-06 |
Family
ID=12885012
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00184007A Expired - Lifetime US3719015A (en) | 1971-07-09 | 1971-09-27 | Prefabricated house |
Country Status (9)
Country | Link |
---|---|
US (1) | US3719015A (xx) |
CA (1) | CA949717A (xx) |
DE (1) | DE2152946A1 (xx) |
FR (1) | FR2145913A5 (xx) |
GB (1) | GB1364309A (xx) |
IT (1) | IT945499B (xx) |
MY (1) | MY7700195A (xx) |
NL (1) | NL7114911A (xx) |
ZA (1) | ZA716498B (xx) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5566515A (en) * | 1993-12-12 | 1996-10-22 | Curry; Paul F. | Highly wind resistant pre-assembled relocatable building structure with continuous sheet outer wall |
US5826379A (en) * | 1992-12-30 | 1998-10-27 | Curry; Paul | Highly wind resistant pre-assembled relocatable building structure |
US20060272262A1 (en) * | 2003-03-07 | 2006-12-07 | Peter Pomberger | Covering panel |
US20090188193A1 (en) * | 2008-01-24 | 2009-07-30 | Nucor Corporation | Flush joist seat |
US20100192507A1 (en) * | 2008-01-24 | 2010-08-05 | Nucor Corporation | Flush joist seat |
US20110203217A1 (en) * | 2010-02-19 | 2011-08-25 | Nucor Corporation | Weldless Building Structures |
US8950143B2 (en) | 2008-01-24 | 2015-02-10 | Nucor Corporation | Composite joist floor system |
US9004835B2 (en) | 2010-02-19 | 2015-04-14 | Nucor Corporation | Weldless building structures |
DE102015211764A1 (de) * | 2015-06-24 | 2016-12-29 | Jochen Müller | Mobile Bauwerkseinheit |
US10788066B2 (en) | 2016-05-02 | 2020-09-29 | Nucor Corporation | Double threaded standoff fastener |
CN113006269A (zh) * | 2021-03-05 | 2021-06-22 | 兰州有色冶金设计研究院有限公司 | 夹心土墙房屋结构体系的施工方法 |
US11580970B2 (en) | 2019-04-05 | 2023-02-14 | Samsung Electronics Co., Ltd. | System and method for context-enriched attentive memory network with global and local encoding for dialogue breakdown detection |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA3217551A1 (en) | 2021-05-20 | 2022-11-24 | Sano Development Limited | Hybrid building system, building and method |
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US1929226A (en) * | 1931-02-16 | 1933-10-03 | Watkins Charles | Frame building |
US2129441A (en) * | 1936-01-08 | 1938-09-06 | Karl F Otto | Building |
US2275056A (en) * | 1938-12-02 | 1942-03-03 | Alfred N White | Building construction |
US2359304A (en) * | 1941-05-15 | 1944-10-03 | Pierce John B Foundation | Building construction |
US2438604A (en) * | 1943-01-08 | 1948-03-30 | Henry L Gogerty | Prefabricated and demountable house construction |
US2521381A (en) * | 1945-10-19 | 1950-09-05 | Paul A Linck | Prefabricated building |
US3258888A (en) * | 1962-06-13 | 1966-07-05 | Quon C Lum | Building structure and method of erecting same |
US3466821A (en) * | 1968-04-17 | 1969-09-16 | Mondar Inc | Modular wall construction |
-
1971
- 1971-09-27 ZA ZA716498A patent/ZA716498B/xx unknown
- 1971-09-27 US US00184007A patent/US3719015A/en not_active Expired - Lifetime
- 1971-09-28 CA CA123,825A patent/CA949717A/en not_active Expired
- 1971-10-22 GB GB4924071A patent/GB1364309A/en not_active Expired
- 1971-10-23 DE DE2152946A patent/DE2152946A1/de active Pending
- 1971-10-29 NL NL7114911A patent/NL7114911A/xx unknown
- 1971-12-17 IT IT54814/71A patent/IT945499B/it active
-
1972
- 1972-03-30 FR FR7211353A patent/FR2145913A5/fr not_active Expired
-
1977
- 1977-12-30 MY MY195/77A patent/MY7700195A/xx unknown
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US1929226A (en) * | 1931-02-16 | 1933-10-03 | Watkins Charles | Frame building |
US2129441A (en) * | 1936-01-08 | 1938-09-06 | Karl F Otto | Building |
US2275056A (en) * | 1938-12-02 | 1942-03-03 | Alfred N White | Building construction |
US2359304A (en) * | 1941-05-15 | 1944-10-03 | Pierce John B Foundation | Building construction |
US2438604A (en) * | 1943-01-08 | 1948-03-30 | Henry L Gogerty | Prefabricated and demountable house construction |
US2521381A (en) * | 1945-10-19 | 1950-09-05 | Paul A Linck | Prefabricated building |
US3258888A (en) * | 1962-06-13 | 1966-07-05 | Quon C Lum | Building structure and method of erecting same |
US3466821A (en) * | 1968-04-17 | 1969-09-16 | Mondar Inc | Modular wall construction |
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US5826379A (en) * | 1992-12-30 | 1998-10-27 | Curry; Paul | Highly wind resistant pre-assembled relocatable building structure |
US5566515A (en) * | 1993-12-12 | 1996-10-22 | Curry; Paul F. | Highly wind resistant pre-assembled relocatable building structure with continuous sheet outer wall |
US9103128B2 (en) * | 2003-03-07 | 2015-08-11 | M. Kaindl | Covering panel |
US20060272262A1 (en) * | 2003-03-07 | 2006-12-07 | Peter Pomberger | Covering panel |
US20090188193A1 (en) * | 2008-01-24 | 2009-07-30 | Nucor Corporation | Flush joist seat |
US20100192507A1 (en) * | 2008-01-24 | 2010-08-05 | Nucor Corporation | Flush joist seat |
US8186122B2 (en) * | 2008-01-24 | 2012-05-29 | Glenn Wayne Studebaker | Flush joist seat |
US8245480B2 (en) | 2008-01-24 | 2012-08-21 | Nucor Corporation | Flush joist seat |
US9677263B2 (en) | 2008-01-24 | 2017-06-13 | Nucor Corporation | Composite joist floor system |
US9243404B2 (en) | 2008-01-24 | 2016-01-26 | Nucor Corporation | Composite joist floor system |
US8950143B2 (en) | 2008-01-24 | 2015-02-10 | Nucor Corporation | Composite joist floor system |
US20110203217A1 (en) * | 2010-02-19 | 2011-08-25 | Nucor Corporation | Weldless Building Structures |
US9004835B2 (en) | 2010-02-19 | 2015-04-14 | Nucor Corporation | Weldless building structures |
US8636456B2 (en) | 2010-02-19 | 2014-01-28 | Nucor Corporation | Weldless building structures |
US9267527B2 (en) | 2010-02-19 | 2016-02-23 | Nucor Corporation | Weldless building structures |
US8529178B2 (en) | 2010-02-19 | 2013-09-10 | Nucor Corporation | Weldless building structures |
DE102015211764A1 (de) * | 2015-06-24 | 2016-12-29 | Jochen Müller | Mobile Bauwerkseinheit |
US10788066B2 (en) | 2016-05-02 | 2020-09-29 | Nucor Corporation | Double threaded standoff fastener |
US11815123B2 (en) | 2016-05-02 | 2023-11-14 | Nucor Corporation | Double threaded standoff fastener |
US11580970B2 (en) | 2019-04-05 | 2023-02-14 | Samsung Electronics Co., Ltd. | System and method for context-enriched attentive memory network with global and local encoding for dialogue breakdown detection |
CN113006269A (zh) * | 2021-03-05 | 2021-06-22 | 兰州有色冶金设计研究院有限公司 | 夹心土墙房屋结构体系的施工方法 |
Also Published As
Publication number | Publication date |
---|---|
FR2145913A5 (xx) | 1973-02-23 |
DE2152946A1 (de) | 1973-01-18 |
GB1364309A (en) | 1974-08-21 |
NL7114911A (xx) | 1973-01-11 |
MY7700195A (en) | 1977-12-31 |
ZA716498B (en) | 1972-07-26 |
IT945499B (it) | 1973-05-10 |
CA949717A (en) | 1974-06-25 |
AU3815272A (en) | 1973-07-26 |
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