US20190177977A1 - Sleeve for coupling reinforcing bar and a method of using the same - Google Patents

Sleeve for coupling reinforcing bar and a method of using the same Download PDF

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Publication number
US20190177977A1
US20190177977A1 US16/211,732 US201816211732A US2019177977A1 US 20190177977 A1 US20190177977 A1 US 20190177977A1 US 201816211732 A US201816211732 A US 201816211732A US 2019177977 A1 US2019177977 A1 US 2019177977A1
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Prior art keywords
tubular member
rebar
coupling sleeve
open end
rebar coupling
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Abandoned
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US16/211,732
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Jason M. Miller
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Individual
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Priority to US16/211,732 priority Critical patent/US20190177977A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves

Definitions

  • the present invention relates to structural building components and, more particularly, to a sleeve for coupling reinforcing bars used in reinforcing concrete.
  • Reinforcing bar is a steel bar or mesh of steel wires used as a tension device in reinforced concrete and reinforced masonry structures to strengthen and aid the concrete under tension.
  • the spacing and thus positioning of the rebars is critical in providing the specified reinforcement and so tensile strength that a given project demands.
  • rebar When using rebar to reinforce concrete, many times it is necessary to connect overlapping rebars together in order to provide enough steel coverage throughout the concrete structure.
  • Rebars are typically tied together at the intersection of overlapping rebars in order that the rebars maintain their position during work performed by other trades as well as in order to avoid displacement during concrete placement. Many times, contractors will connect rebar pieces by tying them together with wire to secure them to one another.
  • tying rebars requires a tool and wire that must be tied in a certain way, and so is both time and labor intensive. Furthermore, rebar may be needed to be tied in areas which may be difficult to reach, and if done improperly may result in rebar displacement that can undermine the structural integrity of the resulting reinforced concrete.
  • the coupling sleeve may be two spaced apart tubular elements joined along a spine. Each tubular element slidably receives a portion of one of two side by side, overlapping rebars for a given length so as to couple the two overlapping rebars without the need to tie them together at multiple locations.
  • the coupling sleeve may be made from a variety of material amendable to both concrete work and convenient forms of manufacture, such as extrusion or additive manufacture.
  • the coupling sleeve may have a predetermined length and diameter according to the various diameters of rebars.
  • the couple sleeve may also be coated to be used with coated reinforcing bars.
  • a rebar coupling sleeve includes the following: an elongated first tubular member; an elongated second tubular member; a spine member interconnecting said tubular members along a common longitudinal length of each tubular member; and each tubular member providing an interior spaced dimensioned to slidably receive a distal end of a reinforcing bar.
  • the rebar coupling sleeve includes the following: an elongated first tubular member; an elongated second tubular member; a spine member interconnecting said tubular members along a common longitudinal length of each tubular member; each tubular member extending between a closed end and an open end communicating to an interior space, the interior spaced dimensioned to slidably receive a reinforcing bar, and wherein the first open end is facing in an opposite direction as the second open end; a first reinforcing bar disposed in the first tubular member; a second reinforcing bar disposed in the second tubular member, wherein the first and second reinforcing bars are secured relative to each other in an overlapping condition; and a predetermined color for indicating the size of the rebar coupling sleeve, the predetermined color disposed along the rebar coupling sleeve.
  • method of securing two side by side reinforcing bars relative to each other in an overlapping condition without using tying includes the following: providing the rebar coupling sleeve mentioned above; sliding a distal end of a first of the two side by side reinforcing bars through the first open end until is abuts the first closed end; and sliding a distal end of a second of the two side by side reinforcing bars through the second open end until is abuts the second closed end.
  • FIG. 1 is a perspective view of an exemplary embodiment of the present invention, shown in use;
  • FIG. 2 is an elevation view of an exemplary embodiment of the present invention
  • FIG. 3 is a detailed perspective view of an exemplary embodiment of the present invention.
  • FIG. 4 is an elevation view of an exemplary embodiment of the present invention.
  • an embodiment of the present invention provides a rebar coupling sleeve having a first tubular member and a second tubular member interconnected by a reinforced spine member disposed along a common longitudinal length of each elongated tubular member.
  • Each tubular member provides an interior space dimensioned to slidably receive a portion of rebar therein, the interior space extending between a closed end and an opposing open end, defining an entry point for a rebar.
  • the open end of the first tubular member opposes the open end of the second tubular member such that they are positioned on opposing sides of the rebar coupling sleeve.
  • the rebar coupling sleeve receives a pair of rebar therein via opposing ends thereof such that distal ends of two rebars are now secured in an overlapping condition relative to each other, removing any need to tie them together via traditional means.
  • the present invention may include a rebar coupling sleeve 100 having a first tubular member 10 and a second tubular member 20 interconnected by a reinforced spine member 30 disposed along a common longitudinal length of each of the first and second tubular members 10 and 20 .
  • the longitudinal length (‘A’) of a tubular member 10 or 20 may range from twelve to approximately forty-eight inches.
  • Each of the first and second tubular members 10 and 20 may include an interior volume sized to receive a piece of rebar 40 therein, an open end 50 including an opening for providing access to the interior volume, and a closed or capped end 60 for stopping progression of the rebar received in the interior volume.
  • the first and second tubular members 10 and 20 may not have capped ends 60 .
  • the open end 51 of the first tubular member 10 opposes the open end 52 of the second tubular member 20 such that they are positioned on opposing sides of the rebar coupling sleeve 100 and define entry points for a rebar 40 on opposing ends of the rebar coupling sleeve 100 .
  • the rebar coupling sleeve 100 is adapted to receive a pair of side by side, overlapping rebar 40 therein via opposing ends thereof such that the rebars 40 are now secured relative to each other in an overlapping condition, removing any need to tie them together via traditional approaches.
  • the rebar coupling sleeve 100 may comprise various lengths and diameters based on intended use.
  • the thickness of the rebar coupling sleeve 100 may be determined by the rebar 40 diameter, such that a bigger diameter rebar 40 may require thicker tubular members 10 and 20 for stability purposes.
  • the diameters of the interior volume or space may be sized to snugly accommodate the received rebar 40 , so that the interior walls of a tubular member generally abuts the outer diameter of the received rebar 40 —and so, the interior diameter ranges from approximately 3 ⁇ 8 inch to 2.25 inches, ranging therebetween by 1 ⁇ 8-inch increments.
  • the rebar coupling sleeve 100 is constructed from a durable material, such as various plasticized or metallic materials, such that it can sustain the weight of the rebar pieces 40 .
  • the rebar coupling sleeve 100 may also comprise various colors, slotted features or identification patterns for indicating a predetermined size of the sleeve related to the rebar.
  • the rebar coupling sleeve 100 may be molded as two separate pieces with a weld in between, amounting to the spine 30 , or as one continuous piece.
  • a method of using the present invention may include the following.
  • the rebar coupling sleeve 100 disclosed above may be provided.
  • a person that is in the construction industry, such as a construction worker, will use the rebar coupling sleeve 100 to secure two overlapping rebars 40 maintain their relative position in the field during work performed by other trades and during concrete placement without conventional rebar ties.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

A rebar coupling sleeve is provided. The rebar coupling sleeve includes a first tubular member and a second tubular member interconnected by a reinforced spine member disposed along a common longitudinal length of each elongated tubular member. Each tubular member provides an interior space dimensioned to slidably receive a portion of rebar therein, the interior space extending between a closed end and an opposing open end, defining an entry point for a rebar. The open end of the first tubular member opposes the open end of the second tubular member such that they are positioned on opposing sides of the rebar coupling sleeve. The rebar coupling sleeve receives a pair of rebar therein via opposing ends thereof such that distal ends of two rebars are now secured in an overlapping condition relative to each other, removing any need to tie them together via traditional means.

Description

    CROSS-REFERENCE TO RELATED APPLICATION
  • This application claims the benefit of priority of U.S. provisional application No. 62/597,553, filed 12 Dec. 2017, the contents of which are herein incorporated by reference.
  • BACKGROUND OF THE INVENTION
  • The present invention relates to structural building components and, more particularly, to a sleeve for coupling reinforcing bars used in reinforcing concrete.
  • Reinforcing bar (or “rebar”) is a steel bar or mesh of steel wires used as a tension device in reinforced concrete and reinforced masonry structures to strengthen and aid the concrete under tension. The spacing and thus positioning of the rebars is critical in providing the specified reinforcement and so tensile strength that a given project demands. When using rebar to reinforce concrete, many times it is necessary to connect overlapping rebars together in order to provide enough steel coverage throughout the concrete structure. Rebars are typically tied together at the intersection of overlapping rebars in order that the rebars maintain their position during work performed by other trades as well as in order to avoid displacement during concrete placement. Many times, contractors will connect rebar pieces by tying them together with wire to secure them to one another. As a result, tying rebars requires a tool and wire that must be tied in a certain way, and so is both time and labor intensive. Furthermore, rebar may be needed to be tied in areas which may be difficult to reach, and if done improperly may result in rebar displacement that can undermine the structural integrity of the resulting reinforced concrete.
  • As can be seen, there is a need for a sleeve for coupling reinforcing bars without the use of tools. The coupling sleeve may be two spaced apart tubular elements joined along a spine. Each tubular element slidably receives a portion of one of two side by side, overlapping rebars for a given length so as to couple the two overlapping rebars without the need to tie them together at multiple locations. The coupling sleeve may be made from a variety of material amendable to both concrete work and convenient forms of manufacture, such as extrusion or additive manufacture. The coupling sleeve may have a predetermined length and diameter according to the various diameters of rebars. The couple sleeve may also be coated to be used with coated reinforcing bars.
  • SUMMARY OF THE INVENTION
  • In one aspect of the present invention a rebar coupling sleeve includes the following: an elongated first tubular member; an elongated second tubular member; a spine member interconnecting said tubular members along a common longitudinal length of each tubular member; and each tubular member providing an interior spaced dimensioned to slidably receive a distal end of a reinforcing bar.
  • In another aspect of the present invention the rebar coupling sleeve includes the following: an elongated first tubular member; an elongated second tubular member; a spine member interconnecting said tubular members along a common longitudinal length of each tubular member; each tubular member extending between a closed end and an open end communicating to an interior space, the interior spaced dimensioned to slidably receive a reinforcing bar, and wherein the first open end is facing in an opposite direction as the second open end; a first reinforcing bar disposed in the first tubular member; a second reinforcing bar disposed in the second tubular member, wherein the first and second reinforcing bars are secured relative to each other in an overlapping condition; and a predetermined color for indicating the size of the rebar coupling sleeve, the predetermined color disposed along the rebar coupling sleeve.
  • In yet another aspect of the present invention, method of securing two side by side reinforcing bars relative to each other in an overlapping condition without using tying includes the following: providing the rebar coupling sleeve mentioned above; sliding a distal end of a first of the two side by side reinforcing bars through the first open end until is abuts the first closed end; and sliding a distal end of a second of the two side by side reinforcing bars through the second open end until is abuts the second closed end.
  • These and other features, aspects and advantages of the present invention will become better understood with reference to the following drawings, description and claims.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a perspective view of an exemplary embodiment of the present invention, shown in use;
  • FIG. 2 is an elevation view of an exemplary embodiment of the present invention;
  • FIG. 3 is a detailed perspective view of an exemplary embodiment of the present invention; and
  • FIG. 4 is an elevation view of an exemplary embodiment of the present invention.
  • DETAILED DESCRIPTION OF THE INVENTION
  • The following detailed description is of the best currently contemplated modes of carrying out exemplary embodiments of the invention. The description is not to be taken in a limiting sense, but is made merely for the purpose of illustrating the general principles of the invention, since the scope of the invention is best defined by the appended claims.
  • Broadly, an embodiment of the present invention provides a rebar coupling sleeve having a first tubular member and a second tubular member interconnected by a reinforced spine member disposed along a common longitudinal length of each elongated tubular member. Each tubular member provides an interior space dimensioned to slidably receive a portion of rebar therein, the interior space extending between a closed end and an opposing open end, defining an entry point for a rebar. The open end of the first tubular member opposes the open end of the second tubular member such that they are positioned on opposing sides of the rebar coupling sleeve. The rebar coupling sleeve receives a pair of rebar therein via opposing ends thereof such that distal ends of two rebars are now secured in an overlapping condition relative to each other, removing any need to tie them together via traditional means.
  • Referring to FIGS. 1 through 4, the present invention may include a rebar coupling sleeve 100 having a first tubular member 10 and a second tubular member 20 interconnected by a reinforced spine member 30 disposed along a common longitudinal length of each of the first and second tubular members 10 and 20. The longitudinal length (‘A’) of a tubular member 10 or 20 may range from twelve to approximately forty-eight inches. Each of the first and second tubular members 10 and 20 may include an interior volume sized to receive a piece of rebar 40 therein, an open end 50 including an opening for providing access to the interior volume, and a closed or capped end 60 for stopping progression of the rebar received in the interior volume. In certain embodiments, the first and second tubular members 10 and 20 may not have capped ends 60. The open end 51 of the first tubular member 10 opposes the open end 52 of the second tubular member 20 such that they are positioned on opposing sides of the rebar coupling sleeve 100 and define entry points for a rebar 40 on opposing ends of the rebar coupling sleeve 100. In this way, the rebar coupling sleeve 100 is adapted to receive a pair of side by side, overlapping rebar 40 therein via opposing ends thereof such that the rebars 40 are now secured relative to each other in an overlapping condition, removing any need to tie them together via traditional approaches. The rebar coupling sleeve 100 may comprise various lengths and diameters based on intended use. The thickness of the rebar coupling sleeve 100 may be determined by the rebar 40 diameter, such that a bigger diameter rebar 40 may require thicker tubular members 10 and 20 for stability purposes. The diameters of the interior volume or space may be sized to snugly accommodate the received rebar 40, so that the interior walls of a tubular member generally abuts the outer diameter of the received rebar 40—and so, the interior diameter ranges from approximately ⅜ inch to 2.25 inches, ranging therebetween by ⅛-inch increments.
  • The rebar coupling sleeve 100 is constructed from a durable material, such as various plasticized or metallic materials, such that it can sustain the weight of the rebar pieces 40. The rebar coupling sleeve 100 may also comprise various colors, slotted features or identification patterns for indicating a predetermined size of the sleeve related to the rebar. The rebar coupling sleeve 100 may be molded as two separate pieces with a weld in between, amounting to the spine 30, or as one continuous piece.
  • A method of using the present invention may include the following. The rebar coupling sleeve 100 disclosed above may be provided. A person that is in the construction industry, such as a construction worker, will use the rebar coupling sleeve 100 to secure two overlapping rebars 40 maintain their relative position in the field during work performed by other trades and during concrete placement without conventional rebar ties.
  • It should be understood, of course, that the foregoing relates to exemplary embodiments of the invention and that modifications may be made without departing from the spirit and scope of the invention as set forth in the following claims.

Claims (6)

What is claimed is:
1. A rebar coupling sleeve, comprising:
an elongated first tubular member;
an elongated second tubular member;
a spine member interconnecting said tubular members along a common longitudinal length of each tubular member; and
each tubular member providing an interior spaced dimensioned to slidably receive a distal end of a reinforcing bar.
2. The rebar coupling sleeve of claim 1, wherein each tubular member extends between a closed end and an open end communicating to the interior space, wherein the first open end is facing in an opposite direction as the second open end.
3. The rebar coupling sleeve of claim 1, further comprising a first reinforcing bar disposed in the first tubular member; and a second reinforcing bar disposed in the second tubular member, wherein the first and second reinforcing bars are secured relative to each other in an overlapping condition.
4. The rebar coupling sleeve of claim 1, further comprising a predetermined color for indicating the size of the rebar coupling sleeve, the predetermined color disposed along the rebar coupling sleeve.
5. A rebar coupling sleeve, comprising:
an elongated first tubular member;
an elongated second tubular member;
a spine member interconnecting said tubular members along a common longitudinal length of each tubular member;
each tubular member extending between a closed end and an open end communicating to an interior space, the interior spaced dimensioned to slidably receive a reinforcing bar, and wherein the first open end is facing in an opposite direction as the second open end;
a first reinforcing bar disposed in the first tubular member;
a second reinforcing bar disposed in the second tubular member, wherein the first and second reinforcing bars are secured relative to each other in an overlapping condition; and
a predetermined color for indicating the size of the rebar coupling sleeve, the predetermined color disposed along the rebar coupling sleeve.
6. A method of securing two side by side reinforcing bars relative to each other in an overlapping condition without using tying, comprising:
providing the rebar coupling sleeve of claim 1;
sliding a distal end of a first of the two side by side reinforcing bars through the first open end until is abuts the first closed end; and
sliding a distal end of a second of the two side by side reinforcing bars through the second open end until is abuts the second closed end.
US16/211,732 2017-12-12 2018-12-06 Sleeve for coupling reinforcing bar and a method of using the same Abandoned US20190177977A1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318498A (en) * 2019-06-24 2019-10-11 天元建设集团有限公司 A kind of assembled architecture combined type connection system and its construction method
CN111979922A (en) * 2020-09-02 2020-11-24 南华大学 Method for lapping reinforcing steel bars side by side through reamed bolt sleeves
CN112726964A (en) * 2020-12-30 2021-04-30 西安建筑科技大学 Screw thread grout sleeve suitable for two muscle of merging are connected side by side
CN114457957A (en) * 2020-11-10 2022-05-10 内蒙古中朵远大建筑工业有限公司 Prefabricated frame post and prefabricated building

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US3756635A (en) * 1971-02-17 1973-09-04 H Beers Improved apparatus for forming dowel-type joints
US4692052A (en) * 1986-06-25 1987-09-08 Elizabeth W. Yee Splice sleeve for overlapping reinforcing bars
US4695178A (en) * 1985-07-30 1987-09-22 Okabe Co., Ltd. Joint for reinforcing bar employed in concrete construction
US4968176A (en) * 1988-02-29 1990-11-06 Balach David M Reinforcing bar coupling device
US4997306A (en) * 1990-06-18 1991-03-05 Soichi Kunoki Joint for reinforcing bars
US5127763A (en) * 1991-09-03 1992-07-07 Soichi Kunoki Clip joint for connection of reinforcing bars and a wedge used therein
US5379562A (en) * 1993-02-01 1995-01-10 Hohmann Ronald P Flow-through cap and stirrup for reinforcement bars and method of use thereof
US5746555A (en) * 1996-02-06 1998-05-05 Mcevoy; William Richard Connector with engagement indicator
US5878544A (en) * 1996-07-11 1999-03-09 Mckinnon; Gordon Stabilizing system for concrete poured walls within foam block forms
US20070277460A1 (en) * 2005-12-12 2007-12-06 Atwood James N Hurricane roof suspension system
US7357460B2 (en) * 2003-01-13 2008-04-15 Raphael Schlanger Connecting system for tensile elements
US20090180828A1 (en) * 2008-01-16 2009-07-16 Weaver Jason M Bar Coupling Apparatus and Methods
US20100024344A1 (en) * 2006-08-24 2010-02-04 Satoshi Murayama Reinforcing bar joint
US20100088995A1 (en) * 2006-08-10 2010-04-15 Satoshi Murayama Reinforcing bar joint
US20130028658A1 (en) * 2011-07-27 2013-01-31 Yee Alfred A Splice sleeve with elliptical or compound curve cross section
US8375678B1 (en) * 2009-09-28 2013-02-19 Felix E. Ferrer Methods for construction of pre-fabricated modular reinforcement cages for concrete structures
US20130333318A1 (en) * 2010-11-12 2013-12-19 Wembley Innovation Ltd. Reinforced masonry panel structures
US20160032589A1 (en) * 2014-08-04 2016-02-04 Amando Quinones Coupler system for masonry reinforcement bars
US20160340902A1 (en) * 2013-12-24 2016-11-24 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
US9815321B2 (en) * 2004-01-12 2017-11-14 Raphael Schlanger Vehicle wheel spoke connection

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3390905A (en) * 1964-09-29 1968-07-02 Stewart Donald Arnott Holding and locating devices for overlapping structural members
US3756635A (en) * 1971-02-17 1973-09-04 H Beers Improved apparatus for forming dowel-type joints
US4695178A (en) * 1985-07-30 1987-09-22 Okabe Co., Ltd. Joint for reinforcing bar employed in concrete construction
US4692052A (en) * 1986-06-25 1987-09-08 Elizabeth W. Yee Splice sleeve for overlapping reinforcing bars
US4968176A (en) * 1988-02-29 1990-11-06 Balach David M Reinforcing bar coupling device
US4997306A (en) * 1990-06-18 1991-03-05 Soichi Kunoki Joint for reinforcing bars
US5127763A (en) * 1991-09-03 1992-07-07 Soichi Kunoki Clip joint for connection of reinforcing bars and a wedge used therein
US5379562A (en) * 1993-02-01 1995-01-10 Hohmann Ronald P Flow-through cap and stirrup for reinforcement bars and method of use thereof
US5746555A (en) * 1996-02-06 1998-05-05 Mcevoy; William Richard Connector with engagement indicator
US5878544A (en) * 1996-07-11 1999-03-09 Mckinnon; Gordon Stabilizing system for concrete poured walls within foam block forms
US7357460B2 (en) * 2003-01-13 2008-04-15 Raphael Schlanger Connecting system for tensile elements
US9815321B2 (en) * 2004-01-12 2017-11-14 Raphael Schlanger Vehicle wheel spoke connection
US20070277460A1 (en) * 2005-12-12 2007-12-06 Atwood James N Hurricane roof suspension system
US20100088995A1 (en) * 2006-08-10 2010-04-15 Satoshi Murayama Reinforcing bar joint
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318498A (en) * 2019-06-24 2019-10-11 天元建设集团有限公司 A kind of assembled architecture combined type connection system and its construction method
CN111979922A (en) * 2020-09-02 2020-11-24 南华大学 Method for lapping reinforcing steel bars side by side through reamed bolt sleeves
CN114457957A (en) * 2020-11-10 2022-05-10 内蒙古中朵远大建筑工业有限公司 Prefabricated frame post and prefabricated building
CN112726964A (en) * 2020-12-30 2021-04-30 西安建筑科技大学 Screw thread grout sleeve suitable for two muscle of merging are connected side by side

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