US20050097854A1 - L-shaped steel element joint - Google Patents
L-shaped steel element joint Download PDFInfo
- Publication number
- US20050097854A1 US20050097854A1 US10/972,376 US97237604A US2005097854A1 US 20050097854 A1 US20050097854 A1 US 20050097854A1 US 97237604 A US97237604 A US 97237604A US 2005097854 A1 US2005097854 A1 US 2005097854A1
- Authority
- US
- United States
- Prior art keywords
- base plate
- gusset plates
- joint
- shaped
- holes
- 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.)
- Abandoned
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/046—L- or T-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
Definitions
- the present invention relates to a joint, and more particularly to the joint for joining L-shaped steel elements to reinforce the impact resistance of those elements.
- the L-shaped elements do provide a lightweight but durable impact resistance
- the wing parts of the L-shaped elements cannot provide enough resistance such that deformation and breakage may easily happen to the joined L-shaped elements when an impact occurs to the structure.
- the present invention tends to provide an improved joint for joint I-shaped elements to mitigate the aforementioned problems.
- the primary objective of the present invention is to provide an improved joint to join two L-shaped elements so as to improve the impact resistance of the joined two L-shaped elements.
- FIG. 1 is a perspective view showing the first embodiment of the present invention
- FIG. 1A is a schematic view showing a different structure of the first embodiment
- FIG. 2 is a perspective view showing the second embodiment of the present invention.
- FIG. 3 is a perspective view showing the third embodiment of the present invention.
- FIG. 3A is a schematic view showing a different structure of the third embodiment
- FIG. 4 is a perspective view showing the fourth embodiment of the present invention.
- FIG. 5 is a schematic top view showing the application of the joint of the present invention.
- FIG. 6 is a schematic side plan view showing that the joint of the present invention is used in construction of a column.
- FIG. 7 is a schematic side plan view showing that the joint of the present invention is used in construction of a beam.
- the joint ( 10 A) constructed in accordance with the present invention includes a rectangular base plate ( 11 A) defining therethrough a first through hole ( 12 A), second through holes ( 13 A) selectively communicating with the first through hole ( 12 A) (as shown in FIG. 1A ) and anchoring holes ( 14 A) and gusset plates ( 20 A) each formed on a corresponding one of four corners of the base plate ( 11 A) and having at least one assembly hole ( 21 A).
- a space ( 22 A) is defined between a side plate of each of the gusset plates ( 20 A) and a peripheral side of the base plate ( 11 A).
- Each gusset plate ( 20 A) has an L-shaped cross section and a corner facing the corresponding corner of the base plate ( 11 A).
- the joint ( 10 B) constructed in accordance with the present invention includes a rectangular base plate ( 11 B) defining therethrough a first through hole ( 12 B) and gusset plates ( 20 A) each formed on a corresponding one of four corners of the base plate ( 11 B) and having at least one assembly hole ( 21 B).
- a space ( 22 B) is defined between a side plate of each of the gusset plates ( 20 B) and a peripheral side of the base plate ( 11 B).
- Each gusset plate ( 20 B) has an L-shaped cross section and a corner facing the corresponding corner of the base plate ( 11 B).
- the joint ( 10 B) of this embodiment When the joint ( 10 B) of this embodiment is applied in a building, wires and liquid concrete are able to pass through the first through holes ( 12 B). It is further noted that the gusset plates ( 20 B) extend from different directions from the base plate ( 11 B) in this embodiment. An L-shaped steel element ( 31 ) having a thickness the same as that of the space ( 22 B) is able to be mounted on the base plate ( 11 B) with the corner of the steel plate ( 31 ) mated with the corner of the gusset plate ( 20 B).
- the joint (I OC) of the present invention includes a substantially rectangular base plate ( 11 C) defining therethrough a first through hole ( 12 C), multiple second through holes ( 13 C) selectively communicating with the first through hole ( 12 C) (as shown in FIG. 3A ) and gusset plates ( 20 C) each having a corner mated with a corresponding one of four corners of the base plate ( 11 C), wherein a distal side of the gusset plate ( 20 C) is flush with a bottom side of the base plate ( 11 C).
- the gusset plates ( 20 C) extend toward one direction from the base plate ( 11 C).
- the gusset plates ( 20 C) extend from the base plate ( 11 C) toward two different directions.
- the joint ( 10 A) in the first embodiment and having the anchoring holes ( 14 A) is first fixedly mounted into the ground via anchoring elements, e.g. bolts. Then an L-shaped steel element ( 31 ) is securely connected to two side walls of each of the gusset plates ( 20 A) of the first embodiment.
- anchoring elements e.g. bolts.
- an L-shaped steel element ( 31 ) is securely connected to two side walls of each of the gusset plates ( 20 A) of the first embodiment.
- the embodiment shown in FIG. 2 is applied, wherein the gusset plates ( 20 B) extending downward from the base plate ( 10 B) are securely connected to the L-shaped steel element ( 31 ) which extends upward from the base plate ( 10 A).
- gusset plates ( 20 B) extending upward from the base plate ( 10 B).
- a tube ( 32 ) may be inserted into the first through hole ( 12 B) for extension of the wires, as shown in FIG. 5 . It is noted that the first through hole ( 12 B) and the second through holes ( 13 B) are combined to become one big through hole.
- a screen ( 33 ) is attached onto the beam ( 30 ) and the liquid concrete is spread over the screen ( 33 ) so that the overall weight of the beam ( 30 ) is reduced.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
An LI-shaped steel element joint includes a base plate having a first through hole and multiple second through holes and multiple L-shaped gusset plates each formed on a corresponding one of four corners of the base plate and having a corner facing the corresponding corner of the base plate. A space is defined between a side of each of the L-shaped gusset plates and a peripheral side of the base plate for corresponding to a thickness of the I-shaped steel element.
Description
- 1. Field of the Invention
- The present invention relates to a joint, and more particularly to the joint for joining L-shaped steel elements to reinforce the impact resistance of those elements.
- 2. Description of Related Art
- Currently, the common techniques used in construction sites involve reinforced concrete (RC) and steel reinforced concrete (SRC). Each technique has its own advantages and disadvantages depending on what factors are considered. Despite the advantages and disadvantages between the two techniques, high rise buildings are normally built with the SRC technique and buildings with lower heights are built with the RC technique.
- In an SRC building, it is noted that when two L-shaped beam (column) elements are joined, e.g. two elements are horizontally connected to each other, bolts are extended through a steel connecting plate and into wings of each of the two beam elements. Thereafter, welding is carried out to permanently secure engagement between the two L-shaped beam elements. Further, when a beam is connected to a column, e.g. two elements are vertically connected to each other, bolts are first used to secure the two L-shaped elements and then welding is performed to permanently secure engagement between the two L-shaped elements.
- Although in an SRC or an RC building, the L-shaped elements do provide a lightweight but durable impact resistance, the wing parts of the L-shaped elements cannot provide enough resistance such that deformation and breakage may easily happen to the joined L-shaped elements when an impact occurs to the structure.
- In order to overcome the shortcoming, a different joining structure is developed, in which four L-shaped steel plates are used to form a square. However, due to the length limitation in the production of the L-shaped steel plate, a joint is still required to reach the designated length especially when a beam or a column of a structure is being built. Due to the lack of a proper joint for connection of the L-shaped steel plates, impact resistance of such structure is weak. Thus most current structures still apply the L-shaped elements. However, the aforementioned disadvantage of the I-shaped elements is a major drawback for such a technique.
- To overcome the shortcomings, the present invention tends to provide an improved joint for joint I-shaped elements to mitigate the aforementioned problems.
- The primary objective of the present invention is to provide an improved joint to join two L-shaped elements so as to improve the impact resistance of the joined two L-shaped elements.
- Other objects, advantages and novel features of the invention will become more apparent from the following detailed description when taken in conjunction with the accompanying drawings.
-
FIG. 1 is a perspective view showing the first embodiment of the present invention; -
FIG. 1A is a schematic view showing a different structure of the first embodiment; -
FIG. 2 is a perspective view showing the second embodiment of the present invention; -
FIG. 3 is a perspective view showing the third embodiment of the present invention; -
FIG. 3A is a schematic view showing a different structure of the third embodiment; -
FIG. 4 is a perspective view showing the fourth embodiment of the present invention; -
FIG. 5 is a schematic top view showing the application of the joint of the present invention; -
FIG. 6 is a schematic side plan view showing that the joint of the present invention is used in construction of a column; and -
FIG. 7 is a schematic side plan view showing that the joint of the present invention is used in construction of a beam. - With reference to
FIGS. 1 and 1 A, the joint (10A) constructed in accordance with the present invention includes a rectangular base plate (11A) defining therethrough a first through hole (12A), second through holes (13A) selectively communicating with the first through hole (12A) (as shown inFIG. 1A ) and anchoring holes (14A) and gusset plates (20A) each formed on a corresponding one of four corners of the base plate (11A) and having at least one assembly hole (21A). A space (22A) is defined between a side plate of each of the gusset plates (20A) and a peripheral side of the base plate (11A). Each gusset plate (20A) has an L-shaped cross section and a corner facing the corresponding corner of the base plate (11A). - When the joint (10A) of this embodiment is applied in a building, wires are able to pass through the first through holes (12A) and liquid concrete is poured through the second through holes (13A). Further, anchoring elements (not shown) are able to extend through the anchoring holes (14A) to fixedly mount the joint of this embodiment into the ground.
- With reference to
FIG. 2 , the joint (10B) constructed in accordance with the present invention includes a rectangular base plate (11B) defining therethrough a first through hole (12B) and gusset plates (20A) each formed on a corresponding one of four corners of the base plate (11B) and having at least one assembly hole (21B). A space (22B) is defined between a side plate of each of the gusset plates (20B) and a peripheral side of the base plate (11B). Each gusset plate (20B) has an L-shaped cross section and a corner facing the corresponding corner of the base plate (11B). - When the joint (10B) of this embodiment is applied in a building, wires and liquid concrete are able to pass through the first through holes (12B). It is further noted that the gusset plates (20B) extend from different directions from the base plate (11B) in this embodiment. An L-shaped steel element (31) having a thickness the same as that of the space (22B) is able to be mounted on the base plate (11B) with the corner of the steel plate (31) mated with the corner of the gusset plate (20B).
- With reference to
FIGS. 3 and 3 A, it is noted that the joint (I OC) of the present invention includes a substantially rectangular base plate (11C) defining therethrough a first through hole (12C), multiple second through holes (13C) selectively communicating with the first through hole (12C) (as shown inFIG. 3A ) and gusset plates (20C) each having a corner mated with a corresponding one of four corners of the base plate (11C), wherein a distal side of the gusset plate (20C) is flush with a bottom side of the base plate (11C). In this embodiment, the gusset plates (20C) extend toward one direction from the base plate (11C). - In the embodiment as shown in
FIG. 4 , the gusset plates (20C) extend from the base plate (11C) toward two different directions. - With reference to
FIGS. 5 and 6 , when the joint of the present invention is in application in a structure for column construction, the joint (10A) in the first embodiment and having the anchoring holes (14A) is first fixedly mounted into the ground via anchoring elements, e.g. bolts. Then an L-shaped steel element (31) is securely connected to two side walls of each of the gusset plates (20A) of the first embodiment. When the length of the column is not enough and further length is required, the embodiment shown inFIG. 2 is applied, wherein the gusset plates (20B) extending downward from the base plate (10B) are securely connected to the L-shaped steel element (31) which extends upward from the base plate (10A). Then additional L-shaped steel elements are applied to securely connect to gusset plates (20B) extending upward from the base plate (10B). As a consequence the length of the column is increased. Further, in order to avoid the wires becoming contaminated by the liquid concrete, a tube (32) may be inserted into the first through hole (12B) for extension of the wires, as shown inFIG. 5 . It is noted that the first through hole (12B) and the second through holes (13B) are combined to become one big through hole. - It is to be noted that in order to accomplish the objective of “light beam and strong column”, a screen (33) is attached onto the beam (30) and the liquid concrete is spread over the screen (33) so that the overall weight of the beam (30) is reduced.
- It is to be understood, however, that even though numerous characteristics and advantages of the present invention have been set forth in the foregoing description, together with details of the structure and function of the invention, the disclosure is illustrative only, and changes may be made in detail, especially in matters of shape, size, and arrangement of parts within the principles of the invention to the full extent indicated by the broad general meaning of the terms in which the appended claims are expressed.
Claims (8)
1. An L-shaped steel element joint comprising:
a substantially rectangular base plate having a first through hole and multiple second through holes; and
multiple L-shaped gusset plates each formed on a corresponding one of four corners of the base plate and having a corner facing the corresponding corner of the base plate, wherein a space is defined between a side of each of the L shaped gusset plates and a peripheral side of the base plate for corresponding to a thickness of the I-shaped steel element, wherein the gusset plates are extended away from the base plate in a first direction.
2. The joint as claimed in claim 1 , wherein the first through hole is communicated with the second through holes.
3. An L-shaped steel element joint comprising:
a substantially rectangular base plate having a first through hole and multiple second through holes; and
multiple L-shaped gusset plates each formed on a corresponding one of four corners of the base plate and having a corner facing the corresponding corner of the base plate, wherein a space is defined between a side of each of the L-shaped gusset plates and a peripheral side of the base plate for corresponding to a thickness of the I-shaped steel element, wherein the gusset plates are extended away from the base plate in two different directions.
4. The joint as claimed in claim 3 , wherein the first through hole is communicated with the second through holes.
5. An L-shaped steel element joint comprising:
a substantially rectangular base plate having a first through hole and multiple second through holes; and
multiple L-shaped gusset plates each formed on a corresponding one of four corners of the base plate and having a corner engaging with the corresponding corner of the base plate, wherein a distal side of each of the gusset plates is flush with a peripheral side of the base plate, wherein the gusset plates are extended away from the base plate in a first direction.
6. The joint as claimed in claim 5 , wherein the first through hole is communicated with the second through holes.
7. An L-shaped steel element joint comprising:
a substantially rectangular base plate having a first through hole and multiple second through holes; and
multiple L-shaped gusset plates each formed on a corresponding one of four corners of the base plate and having a corner engaging with the corresponding corner of the base plate, wherein a distal side of each of the gusset plates is flush with a peripheral side of the base plate, wherein the gusset plates are extended away from the base plate in two different directions.
8. The joint as claimed in claim 7 , wherein the first through hole is communicated with the second through holes.
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW092131170 | 2003-11-07 | ||
TW92131170 | 2003-11-07 | ||
TW92134276A TWI220017B (en) | 2003-11-07 | 2003-12-05 | A steel connection member |
TW092134276 | 2003-12-05 | ||
TW093203666 | 2004-03-11 | ||
TW093203666U TWM256410U (en) | 2004-03-11 | 2004-03-11 | Steel frame connection device |
Publications (1)
Publication Number | Publication Date |
---|---|
US20050097854A1 true US20050097854A1 (en) | 2005-05-12 |
Family
ID=34557077
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/972,376 Abandoned US20050097854A1 (en) | 2003-11-07 | 2004-10-26 | L-shaped steel element joint |
Country Status (2)
Country | Link |
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US (1) | US20050097854A1 (en) |
JP (1) | JP2005139894A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2867529A1 (en) * | 2004-03-11 | 2005-09-16 | Neng I Tu | A steel connection member - to construct a square steel structure with high quake-resistance |
US20060117704A1 (en) * | 2004-12-06 | 2006-06-08 | Young-Ho Yoon | Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof |
ITMC20090250A1 (en) * | 2009-12-15 | 2011-06-16 | Selleri Maurizio Alunno | FRAME DOOR STATION SPACER FOR ARMORED CEMENT KNOTS. |
CN102852926A (en) * | 2012-09-13 | 2013-01-02 | 胡和萍 | Right-angle connector for aluminum alloy frame |
WO2013002626A1 (en) * | 2011-06-29 | 2013-01-03 | Lopez Colinas Bruno | Structural system comprising steel nodes and reinforced-concrete columns and beams |
US10125487B2 (en) | 2015-04-23 | 2018-11-13 | Schöck Bauteile GmbH | Thermal insulation element |
US10260225B2 (en) * | 2015-01-05 | 2019-04-16 | Sejong R&D Co., Ltd. | Precast concrete member with prefabricated plate and fixing channels |
US11098476B2 (en) * | 2017-09-22 | 2021-08-24 | Gaurian Corporation | Connecting core for column-beam joint and connection method using the same |
US20220074190A1 (en) * | 2019-05-13 | 2022-03-10 | Senvex Co., Ltd. | Combination structure of permanent form and prefabricated steel assembly for steel concrete composite member |
WO2022118297A1 (en) * | 2020-12-06 | 2022-06-09 | Mordechay Gavish | Prefabricated building modules |
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US396624A (en) * | 1889-01-22 | Post-holder | ||
US1472897A (en) * | 1921-11-30 | 1923-11-06 | Conrad E Anderson | Steel newel post |
US1906634A (en) * | 1931-10-24 | 1933-05-02 | Arthur G Leake | Method and means of renewing column bases |
US3311333A (en) * | 1965-05-17 | 1967-03-28 | William H Galloway | Pole base assembly |
US3630474A (en) * | 1970-08-18 | 1971-12-28 | Kearney National Inc | Breakaway pole support structure |
US4793111A (en) * | 1987-04-15 | 1988-12-27 | Peter Shewchuk | Threaded mounting for extruded pole |
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US5123623A (en) * | 1991-02-06 | 1992-06-23 | Nippon Steel Corporation | Post anchoring device |
US5778546A (en) * | 1996-05-03 | 1998-07-14 | Williamson; Richard L. | Construction alignment apparatus and method |
US6015139A (en) * | 1997-07-11 | 2000-01-18 | Weber; Herbert | Anchor for guard rail system on structural grating floors |
US6141928A (en) * | 1999-02-08 | 2000-11-07 | Platt; Robert E. | Post mount |
US6643982B1 (en) * | 2002-04-26 | 2003-11-11 | John K. Lapp, Jr. | Light weight, hollow structural support column |
US6851234B2 (en) * | 1986-11-03 | 2005-02-08 | Pro Shop Plans Co., Inc. | Deck construction |
-
2004
- 2004-10-26 US US10/972,376 patent/US20050097854A1/en not_active Abandoned
- 2004-10-29 JP JP2004316373A patent/JP2005139894A/en active Pending
Patent Citations (13)
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US396624A (en) * | 1889-01-22 | Post-holder | ||
US1472897A (en) * | 1921-11-30 | 1923-11-06 | Conrad E Anderson | Steel newel post |
US1906634A (en) * | 1931-10-24 | 1933-05-02 | Arthur G Leake | Method and means of renewing column bases |
US3311333A (en) * | 1965-05-17 | 1967-03-28 | William H Galloway | Pole base assembly |
US3630474A (en) * | 1970-08-18 | 1971-12-28 | Kearney National Inc | Breakaway pole support structure |
US6851234B2 (en) * | 1986-11-03 | 2005-02-08 | Pro Shop Plans Co., Inc. | Deck construction |
US4793111A (en) * | 1987-04-15 | 1988-12-27 | Peter Shewchuk | Threaded mounting for extruded pole |
US4809955A (en) * | 1988-05-06 | 1989-03-07 | Clement Veilleux | Fence or railing |
US5123623A (en) * | 1991-02-06 | 1992-06-23 | Nippon Steel Corporation | Post anchoring device |
US5778546A (en) * | 1996-05-03 | 1998-07-14 | Williamson; Richard L. | Construction alignment apparatus and method |
US6015139A (en) * | 1997-07-11 | 2000-01-18 | Weber; Herbert | Anchor for guard rail system on structural grating floors |
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2867529A1 (en) * | 2004-03-11 | 2005-09-16 | Neng I Tu | A steel connection member - to construct a square steel structure with high quake-resistance |
US20060117704A1 (en) * | 2004-12-06 | 2006-06-08 | Young-Ho Yoon | Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof |
US7665259B2 (en) * | 2004-12-06 | 2010-02-23 | Korea National Housing Corporation | Built-up rectangular steel column for filling concrete therein having L-shaped members and steel plates with curving projections and convex embossed portions |
ITMC20090250A1 (en) * | 2009-12-15 | 2011-06-16 | Selleri Maurizio Alunno | FRAME DOOR STATION SPACER FOR ARMORED CEMENT KNOTS. |
WO2013002626A1 (en) * | 2011-06-29 | 2013-01-03 | Lopez Colinas Bruno | Structural system comprising steel nodes and reinforced-concrete columns and beams |
CN102852926A (en) * | 2012-09-13 | 2013-01-02 | 胡和萍 | Right-angle connector for aluminum alloy frame |
US10260225B2 (en) * | 2015-01-05 | 2019-04-16 | Sejong R&D Co., Ltd. | Precast concrete member with prefabricated plate and fixing channels |
US10125487B2 (en) | 2015-04-23 | 2018-11-13 | Schöck Bauteile GmbH | Thermal insulation element |
US11098476B2 (en) * | 2017-09-22 | 2021-08-24 | Gaurian Corporation | Connecting core for column-beam joint and connection method using the same |
US20220074190A1 (en) * | 2019-05-13 | 2022-03-10 | Senvex Co., Ltd. | Combination structure of permanent form and prefabricated steel assembly for steel concrete composite member |
US11851870B2 (en) * | 2019-05-13 | 2023-12-26 | Senvex Co., Ltd. | Combination structure of permanent form and prefabricated steel assembly for steel concrete composite member |
WO2022118297A1 (en) * | 2020-12-06 | 2022-06-09 | Mordechay Gavish | Prefabricated building modules |
Also Published As
Publication number | Publication date |
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JP2005139894A (en) | 2005-06-02 |
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