CN113250379B - Position-adjustable tie bar installation structure and installation method thereof - Google Patents

Position-adjustable tie bar installation structure and installation method thereof Download PDF

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Publication number
CN113250379B
CN113250379B CN202011048099.4A CN202011048099A CN113250379B CN 113250379 B CN113250379 B CN 113250379B CN 202011048099 A CN202011048099 A CN 202011048099A CN 113250379 B CN113250379 B CN 113250379B
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China
Prior art keywords
tie bar
adjustable
bar
tie
threaded sleeve
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CN202011048099.4A
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CN113250379A (en
Inventor
王厚传
黎晖
汪昇
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China First Metallurgical Group Co Ltd
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China First Metallurgical Group Co Ltd
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Priority to CN202011048099.4A priority Critical patent/CN113250379B/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
    • E04C5/165Coaxial connection by means of sleeves
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4121Elements with sockets with internal threads or non-adjustable captive nuts

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

Abstract

The invention discloses a position-adjustable tie bar installation structure and an installation method thereof, wherein the installation structure comprises the following steps: the utility model provides a tie bar with adjustable main part reinforcing bar and a plurality of, tie bar one end and main part reinforcing bar are connected with adjustable, the tie bar other end and brickwork are connected with adjustable, the main part reinforcing bar is arranged in pouring in advance concrete, adjustable tie bar includes detachable tie base and adjustable tie bar, the tie base is connected with the main part reinforcing bar, adjustable tie bar is connected with the brickwork, solves the tie bar and draws intensity and not reach and the wrong technical problem of position setting among the prior art.

Description

Position-adjustable tie bar installation structure and installation method thereof
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a tie bar installation structure with an adjustable position and an installation method thereof.
Background
The tie bars are steel bars which tie the rear masonry with the concrete member according to certain structural requirements by using steel bars such as HPB300, HRB335 and the like in connection modes such as bar planting, embedding, binding and the like, so that the integrity of the masonry and the concrete member is enhanced, wall deformation, cracking and dislocation are prevented, and the strength of the masonry is increased. However, the drawstring is set up to have the drawing strength and the position sets up the wrong problem, and resetting the drawstring can cause the increase of time limit for a project and expense, and the drawstring that the use drawing strength of job site can not reach the requirement or the drawstring that the position sets up the mistake is abandoned can all lead to the wholeness and the intensity of brickwork to be reduced, has quality and potential safety hazard.
Disclosure of Invention
The invention aims to provide a drawknot tendon installation structure with an adjustable position and an installation method thereof, which solve the technical problems that the drawing strength of the drawknot tendon in the prior art cannot be achieved and the position is set incorrectly.
The technical scheme adopted for solving the technical problems is as follows:
a tie bar mounting structure with adjustable position, comprising: the adjustable tie bar comprises a main body steel bar and a plurality of adjustable tie bars, one end of the adjustable tie bar is connected with the main body steel bar, the other end of the adjustable tie bar is connected with a masonry, the main body steel bar is positioned in cast-in-place concrete, the adjustable tie bar comprises a detachable tie base and an adjustable tie bar, the tie base is connected with the main body steel bar, and the adjustable tie bar is connected with the masonry.
The invention relates to a position-adjustable tie bar installation structure, which comprises a fixed steel plate, wherein a threaded sleeve is arranged on the vertical surface of the fixed steel plate, the fixed steel plate is connected with a main body steel bar, and the top of the threaded sleeve faces one side of an adjustable tie bar.
The invention relates to a position-adjustable tie bar installation structure, which comprises: the connecting plate with holes, the opposite direction of the two sides of the thickness direction of the connecting plate with holes is respectively connected with a screw rod and a lacing wire, the screw rod is screwed with or separated from the threaded sleeve, and the lacing wire is connected with the masonry.
According to the drawstring installation structure with the adjustable position, the installation hole is formed in the joint of the perforated connecting plate and the drawstring, and the drawstring extends into the installation hole.
According to the position-adjustable tie bar installation structure, the fixed steel plate is connected with the main body steel bars in a welded mode.
According to the drawstring installation structure with the adjustable position, the connection between the perforated connecting plate and the drawstring is welded.
The method for installing the tie bar with the adjustable position comprises the following steps:
s1, according to design requirements, the number of tie bars is truly determined, and a tie base is prepared;
s2, connecting a fixed steel plate of the drawknot base with the main body steel bar according to the requirement, and enabling the top of the threaded sleeve to be positioned on the template
The position of the side;
s3, plugging the threaded sleeve, and then pouring main concrete;
s4, removing the template after the main body concrete curing is completed, and taking out the plugging material in the threaded sleeve;
s5, screwing the screw rod welded with the connecting plate with the hole into the threaded sleeve;
s6, rotating the position of the connecting plate with the holes according to the position of the lacing wire, so that the lacing wire stretches into the mounting hole and is welded and connected.
According to the position-adjustable tie bar installation method, foam is adopted for filling and plugging when the threaded sleeve is plugged.
According to the position-adjustable tie bar installation method, the length of the connecting plate with the holes is set according to the transverse distance between the threaded sleeve and the tie bar.
The invention has the beneficial effects that: the utility model provides a position-adjustable tie bar installation structure and an installation method thereof, which adopt embedded bolts for connection, so that the connection is firm, and the problem that the drawing strength cannot meet the requirement is solved; the connecting plate with holes can be selected to be different in length according to the positions of the lacing wires, and the installation holes connected with the holes are moved to the positions of the lacing wires by rotating the screw rods, so that the problem of wrong setting positions of the lacing wires is solved; the tie bar has reliable structure, no damage to the template, convenient use, greatly improved structural performance, and no reworking time and cost.
Drawings
The invention will be further described with reference to the accompanying drawings and examples, in which:
FIG. 1 is a schematic diagram of an embodiment of the present invention;
FIG. 2 is a side view of an embodiment of the present invention;
FIG. 3 is a top view of an embodiment of the present invention;
FIG. 4 is a partial view of a tie bar according to an embodiment of the present invention;
FIG. 5 is a partial view of a drawknot base according to an embodiment of the invention;
fig. 6 is a partial view of an adjustable tie according to an embodiment of the present invention.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1 to 6, a tie bar installation structure with adjustable position includes: the adjustable tie bar comprises a main body steel bar 1 and a plurality of adjustable tie bars 2, one end of each adjustable tie bar 2 is connected with the main body steel bar 1, the other end of each adjustable tie bar 2 is connected with a masonry, the main body steel bar 1 is located in cast-in-place concrete, each adjustable tie bar 2 comprises a detachable tie base 21 and an adjustable tie bar 22, the tie base 21 is connected with the main body steel bar 1, and the adjustable tie bar 22 is connected with the masonry.
In a preferred embodiment of the present invention, the tie base 21 includes a fixed steel plate 211, a threaded sleeve 212 is disposed on a vertical surface of the fixed steel plate 211, the fixed steel plate 211 is connected with the main body steel bar 1, and a top of the threaded sleeve 212 faces to one side of the adjustable tie bar 2.
In a preferred embodiment of the present invention, the adjustable tie bar 2 includes: the connecting plate 221 with holes, the opposite direction of the two sides of the thickness direction of the connecting plate 221 with holes is respectively connected with a screw rod 222 and a lacing wire 223, the screw rod 222 is screwed with or separated from the threaded sleeve 212, and the lacing wire 223 is connected with the masonry.
In a preferred embodiment of the present invention, the connection between the perforated connection plate 221 and the tie bar 223 has a mounting hole 224, and the tie bar 223 extends into the mounting hole 224.
In the preferred embodiment of the present invention, the connection between the fixed steel plate 211 and the main body reinforcing steel bar 1 is a welded connection.
In a preferred embodiment of the present invention, the connection between the perforated connection plate 221 and the tie bar 223 is a welded connection.
The method for installing the tie bar with the adjustable position comprises the following steps:
s1, according to design requirements, the number of tie bars is truly determined, and a tie base 21 is prepared;
s2, connecting the fixed steel plate 211 of the drawknot base 21 with the main body steel bar 1 according to the requirement, and jacking the threaded sleeve 212
The part is positioned at a position attached to the side surface of the template;
s3, plugging the threaded sleeve 212 and then pouring main concrete;
s4, removing the template after the main body concrete curing is completed, and taking out the plugging material in the threaded sleeve 212;
s5, screwing the screw rod 222 welded with the connecting plate 221 with holes into the threaded sleeve 212;
s6, rotating the position of the perforated connecting plate 221 according to the position of the lacing wire 223, so that the lacing wire 223 stretches into the mounting hole 224 and is welded and connected.
In a preferred embodiment of the present invention, the threaded sleeve 212 is filled with foam for plugging.
In the preferred embodiment of the present invention, the length of the perforated connection plate 221 is set according to the lateral distance between the nipple 212 and the tie bar 223.
The drawknot base 21 that above-mentioned structure adopted pre-buried bolted connection, firm in connection has solved the problem that drawing strength can not reach the requirement, reinforcing brickwork and concrete member's wholeness and brickwork's intensity.
The perforated connection plate 221 can select different lengths according to the positions of the lacing wires 223, and the installation holes 224 are moved to the positions of the lacing wires 223 by rotating the screw rods 222, so that the problem of error setting of the lacing wires 223 is solved, reworking caused by error setting of the lacing wires 223 is avoided, and the construction period and the cost for reworking are avoided.
The structure is reliable, the use is convenient, the structural performance of the tie bar can be greatly improved, the overall quality of the masonry can be improved, the template is not damaged, and the influence of the alignment of the embedded tie bar on the appearance quality of concrete is avoided.
In the description of the present invention, it should be noted that the directions or positional relationships indicated by the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific direction, be configured and operated in a specific direction, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art. Furthermore, in the description of the present invention, unless otherwise indicated, the meaning of "a plurality" is two or more.
It will be understood that modifications and variations will be apparent to those skilled in the art from the foregoing description, and it is intended that all such modifications and variations be included within the scope of the following claims.

Claims (7)

1. Position adjustable tie bar mounting structure, its characterized in that includes: main part reinforcing bar and a plurality of adjustable tie bar, adjustable tie bar one end is connected with the main part reinforcing bar, adjustable tie bar other end is connected with the brickwork, the main part reinforcing bar is arranged in pouring in advance concrete, adjustable tie bar includes detachable tie base and adjustable tie bar, the tie base is connected with the main part reinforcing bar, adjustable tie bar is connected with the brickwork, the tie base includes fixed steel sheet, be provided with screw sleeve on the fixed steel sheet vertical plane, fixed steel sheet with the main part reinforcing bar is connected, screw sleeve top orientation adjustable tie bar one side, adjustable tie bar includes: the connecting plate with holes, the opposite direction of the two sides of the thickness direction of the connecting plate with holes is respectively connected with a screw rod and a lacing wire, the screw rod is screwed with or separated from the threaded sleeve, and the lacing wire is connected with the masonry.
2. The adjustable tie bar mounting structure of claim 1, wherein the perforated connection plate has mounting holes at the connection with the tie bars, and the tie bars extend into the mounting holes.
3. The adjustable-position tie bar installation structure of claim 2, wherein the fixed steel plate is welded to the body bar.
4. The adjustable tie bar mounting structure of claim 2, wherein the perforated connection plate is welded to the tie bar.
5. A mounting method using the position-adjustable tie bar mounting structure according to claim 2, comprising the steps of:
s1, according to design requirements, the number of tie bars is truly determined, and a tie base is prepared;
s2, connecting a fixed steel plate of the drawknot base with the main body steel bar according to the requirement, so that the top of the threaded sleeve is positioned at a position attached to the side surface of the template;
s3, plugging the threaded sleeve, and then pouring main concrete;
s4, removing the template after the main body concrete curing is completed, and taking out the plugging material in the threaded sleeve;
s5, screwing the screw rod welded with the connecting plate with the hole into the threaded sleeve;
s6, rotating the position of the connecting plate with the holes according to the position of the lacing wire, so that the lacing wire stretches into the mounting hole and is welded and connected.
6. The method for installing the tie bar installation structure with adjustable positions according to claim 5, wherein the threaded sleeve is plugged by filling foam.
7. The method according to claim 5, wherein the length of the perforated connection plate is set according to the lateral distance between the threaded sleeve and the tie bar.
CN202011048099.4A 2020-09-29 2020-09-29 Position-adjustable tie bar installation structure and installation method thereof Active CN113250379B (en)

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Application Number Priority Date Filing Date Title
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CN113250379B true CN113250379B (en) 2023-10-27

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Publication number Priority date Publication date Assignee Title
KR20070017873A (en) * 2005-08-08 2007-02-13 (주)엠씨에스공법 Mold assembly, composite crossbeam and construction method using the same
CN202644998U (en) * 2012-07-04 2013-01-02 中国水利水电第五工程局有限公司 Wall concrete formwork fixing device
CN202990111U (en) * 2012-12-16 2013-06-12 中建六局土木工程有限公司 Embedded sleeve component
CN103866921A (en) * 2014-03-26 2014-06-18 王睿敏 Rebar connecting piece between prefabricated reinforced concrete components, manufacturing method and construction method
CN206189647U (en) * 2016-11-21 2017-05-24 青岛东捷建设工程有限公司 Novel infilled wall brickwork drawknot muscle structure
CN206987074U (en) * 2017-11-08 2018-02-09 青岛市地铁一号线有限公司 A kind of Novel steel side waterstop mounting structure
CN208329188U (en) * 2018-03-30 2019-01-04 天津住宅集团建设工程总承包有限公司 A kind of elimination construction error wall lacing wire component
CN209211652U (en) * 2018-12-06 2019-08-06 西京学院 A kind of connection built-in fitting of framing component and infilled wall tie bar

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6699082B2 (en) * 2002-07-03 2004-03-02 Donald J. Zeiger Tie bar and mount for boat drives
US20070044423A1 (en) * 2005-08-24 2007-03-01 Matt Funk Rebar spacer and method

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Publication number Priority date Publication date Assignee Title
KR20070017873A (en) * 2005-08-08 2007-02-13 (주)엠씨에스공법 Mold assembly, composite crossbeam and construction method using the same
CN202644998U (en) * 2012-07-04 2013-01-02 中国水利水电第五工程局有限公司 Wall concrete formwork fixing device
CN202990111U (en) * 2012-12-16 2013-06-12 中建六局土木工程有限公司 Embedded sleeve component
CN103866921A (en) * 2014-03-26 2014-06-18 王睿敏 Rebar connecting piece between prefabricated reinforced concrete components, manufacturing method and construction method
CN206189647U (en) * 2016-11-21 2017-05-24 青岛东捷建设工程有限公司 Novel infilled wall brickwork drawknot muscle structure
CN206987074U (en) * 2017-11-08 2018-02-09 青岛市地铁一号线有限公司 A kind of Novel steel side waterstop mounting structure
CN208329188U (en) * 2018-03-30 2019-01-04 天津住宅集团建设工程总承包有限公司 A kind of elimination construction error wall lacing wire component
CN209211652U (en) * 2018-12-06 2019-08-06 西京学院 A kind of connection built-in fitting of framing component and infilled wall tie bar

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拉结筋、构造柱和水平连系梁的施工工艺与质量控制;唐才均;;建筑技术(第02期);全文 *

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