CN1936228A - Concrete building reinforcing-bar precision positioning system and its construction method - Google Patents
Concrete building reinforcing-bar precision positioning system and its construction method Download PDFInfo
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- CN1936228A CN1936228A CN 200610200211 CN200610200211A CN1936228A CN 1936228 A CN1936228 A CN 1936228A CN 200610200211 CN200610200211 CN 200610200211 CN 200610200211 A CN200610200211 A CN 200610200211A CN 1936228 A CN1936228 A CN 1936228A
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Abstract
The invention relates to a concrete construction reinforcing steel bar accurate locating system and the constructing method. It includes vertical localizer, horizontal positioning, vertical reinforcing steel bar locating block component, horizontal reinforcing steel bar locating block component, and pre-buried steel component. The vertical localizer is made up of inner board, external board, crosspiece fixation stairway stringer that is plumbed to vertical reinforcing steel bar and paralleled to horizontal reinforcing steel bar, and has the same thickness with wall and the same width with cavity of it. The invention could improve constructing speed and increase the constructing accuracy and entire rigidity of the reinforcing steel bar construction.
Description
(1) technical field
The present invention relates to a kind of building iron linkage and job practices thereof.
(2) background technology
Existing building iron connected system comprises fixedly connected vertical reinforcement, horizontal reinforcement and stirrup, and the problem of existence is: speed of application is slow, construction precision and integral rigidity are relatively poor, and reinforcement displacement takes place in the concrete casting process easily.
(3) summary of the invention
The purpose of this invention is to provide a kind of concrete building reinforcing-bar Precise Position System and job practices thereof, solve that existing reinforced bar engineering speed of application is slow, construction precision and the relatively poor problem of integral rigidity, and solve the technical problem of avoiding in the concrete casting process, taking place reinforcement displacement.
Technical scheme of the present invention: this concrete building reinforcing-bar Precise Position System, comprise fixedly connected vertical reinforcement, horizontal reinforcement and stirrup, it is characterized in that: connect into screen work shape navigation system by vertical locator, horizontal location device, vertical reinforcement location fastener, horizontal reinforcement location fastener and pre-buried steel part five major parts; Wherein:
Vertical locator is fixedly connected into ladder by inner panel, outside plate, crosspiece, and this ladder is parallel with vertical reinforcement, vertical with horizontal reinforcement, and the ladder cavity width is identical with thickness of wall body;
The horizontal location device is fixedly connected into ladder by inner panel, outside plate, stull, and this ladder is parallel with horizontal reinforcement, vertical with vertical reinforcement, and the ladder cavity width is identical with thickness of wall body;
Horizontal reinforcement location fastener is the rectangle cushion block of a band vertical clamping slot; its vertical clamping slot is plugged on the junction of outside plate and crosspiece, inner panel and the crosspiece of vertical locator; horizontal reinforcement is through between the inner panel and outside plate of vertical locator; be resisted against fastener inboard, horizontal reinforcement location, the thickness and the thickness of concrete cover of rectangle cushion block adapt.
Vertical reinforcement location fastener is the right angle type cushion block of a two-way tape draw-in groove, and vertical reinforcement is plugged in the horizontal draw-in groove of lateral part, and horizontal card bottom land limit to the thickness and the thickness of concrete cover of opposite side entity adapts; Vertical draw-in groove is plugged on the outside plate or inner panel of horizontal location device; vertical reinforcement location fastener is fixed by holding screw and horizontal location device; vertical reinforcement is through between the inner panel and outside plate of horizontal location device; be resisted against fastener inboard, vertical reinforcement location, thickness and thickness of concrete cover that vertical reinforcement location fastener vertical portion is divided adapt.
Above-mentioned horizontal location device is connected, rivets, pegs graft or weld with the bolt that is connected to of vertical locator.
On the crosspiece of the stull of above-mentioned horizontal location device and vertical locator perforate and perforation are arranged.
The construction sequence of concrete building reinforcing-bar Precise Position System of the present invention is:
A, when foundation construction, according to reinforcing bar navigation system integral rigidity design and reinforcing bar definite pre-buried steel part position that distributes;
B, vertical locator and pre-buried steel part are connected and fixed;
C, with the horizontal location device by the riveted joint or be weldingly fixed between two vertical locators;
D, horizontal reinforcement is located fastener be installed on the crosspiece of vertical locator, and near the crosspiece inboard;
E, stirrup is installed, stirrup is enclosed within on vertical reinforcement, the horizontal reinforcement in advance by designing requirement, perhaps after horizontal reinforcement and vertical reinforcement colligation are finished, U shaped steel muscle is bent to form stirrup;
Horizontal reinforcement is installed, and preliminary fixing;
G, according to the position of vertical reinforcement, mobile vertical reinforcement location fastener is tightened holding screw and is fixed on the horizontal location device;
H, installation vertical reinforcement;
I, colligation transverse reinforcement and vertical reinforcement;
When j, window opening and door opening reinforcement construction, stirrup is enclosed within on horizontal reinforcement and the vertical reinforcement in advance.The mobile and horizontal reinforcing bar is reserved the hole distance, and vertical reinforcement is determined reinforcement location by vertical reinforcement location fastener, and with the vertical reinforcement colligation on horizontal reinforcement;
K, the vertical steel part of dismounting location fastener;
L, installation floor bar or beam steel.
The present invention compares the beneficial effect that has with existing conventional art: can easily horizontal reinforcement, vertical reinforcement be carried out laterally, longitudinal register and on-the-spot colligation, improve speed of application.Reinforcing bar navigation system and reinforcing bar connect into integral body; improve the construction precision and the integral rigidity of reinforced bar engineering, reinforcing bar can not be subjected to displacement in the concrete casting process, guarantees the thickness of concrete cover; avoid reinforcement corrosion, the reinforced concrete works quality is improved greatly.
(4) description of drawings
Fig. 1 is the structural representation of reinforcing bar Precise Position System of the present invention;
Fig. 2 is the structural representation of vertical reinforcement location fastener;
Fig. 3 is the structural representation of horizontal reinforcement location fastener;
Fig. 4 is the structural representation of horizontal location device;
Fig. 5 is the structural representation of vertical locator;
Fig. 6 is horizontal reinforcement and vertical reinforcement installing and locating schematic diagram;
Fig. 7 is the schematic diagram of the colligation location embodiment of reinforcing bar system.
The vertical locator of 1-, 2-horizontal location device, 3-horizontal reinforcement location fastener, 4-vertical reinforcement location fastener, 5-vertical reinforcement, 6-horizontal reinforcement, 7-window opening, 8-door opening, 9-floor bar, 10-beam steel, the pre-buried steel part 12-of 11-stirrup.
The vertical locator inner panel of 101-, the vertical locator outside plate of 102-, 103-crosspiece, 104-perforation.
201-horizontal location device inner panel, 202-horizontal location device outside plate, 203-stull, 204-perforate.
The vertical clamping slot of 301-horizontal reinforcement location fastener.
The horizontal draw-in groove of 401-, the vertical draw-in groove of 402-, 403-holding screw.
(5) specific embodiment
The specific embodiment of this concrete building reinforcing-bar Precise Position System is referring to Fig. 1-7, vertical reinforcement 5, horizontal reinforcement 6, stirrup 12 is fixedly connected, it is characterized in that: connect into screen work shape navigation system by vertical locator 1, horizontal location device 2, vertical reinforcement location fastener 3, horizontal reinforcement location fastener 4 and pre-buried steel part 11 5 major parts, the horizontal location device with vertically being connected of locator can connecting, rivet, peg graft or weld for bolt.
Referring to Fig. 2, vertical locator 1 is fixedly connected into ladder by vertical locator inner panel 101, vertical locator outside plate 102, crosspiece 103, and this ladder is parallel with vertical reinforcement, vertical with horizontal reinforcement, and the ladder cavity width is identical with thickness of wall body.For saving material, perforation 104 is arranged on the crosspiece.
Referring to Fig. 3, horizontal location device 2 is fixedly connected into ladder by horizontal location device inner panel 201, horizontal location device outside plate 202, stull 203, and this ladder is parallel with horizontal reinforcement, vertical with vertical reinforcement, and the ladder cavity width is identical with thickness of wall body.For saving material, perforate 204 is arranged in the stull.
Referring to Fig. 4,6; horizontal reinforcement location fastener 3 is the rectangle cushion block of a band vertical clamping slot 301; its vertical clamping slot is plugged on the junction of outside plate and crosspiece, inner panel and the crosspiece of vertical locator; horizontal reinforcement is through between the inner panel and outside plate of vertical locator; be resisted against fastener inboard, horizontal reinforcement location, the thickness and the thickness of concrete cover of rectangle cushion block adapt.
Referring to Fig. 5,6, vertical reinforcement location fastener 4 is the right angle type cushion block of a two-way tape draw-in groove, and vertical reinforcement is plugged in the horizontal draw-in groove 401 of lateral part, and horizontal card bottom land limit to the thickness and the thickness of concrete cover of opposite side entity adapts; Vertical draw-in groove 402 is plugged on the outside plate or inner panel of horizontal location device; vertical reinforcement location fastener is fixed by holding screw 403 and horizontal location device; vertical reinforcement is through between the inner panel and outside plate of horizontal location device; be resisted against fastener inboard, vertical reinforcement location, thickness and thickness of concrete cover that vertical reinforcement location fastener vertical portion is divided adapt.
Construction sequence of the present invention:
A, when foundation construction, according to the distribute position of definite pre-buried steel part 11 of reinforcing bar navigation system integral rigidity design and reinforcing bar;
B, referring to Fig. 1, vertical locator 1 and pre-buried steel part 11 are connected and fixed;
C, referring to Fig. 1, with horizontal location device 2 by the riveted joint or be weldingly fixed between two vertical locators 1;
D, referring to Fig. 6, horizontal reinforcement is located fastener 3 is installed on the crosspiece 103 of vertical locator 1, and near the crosspiece inboard;
E, referring to Fig. 6, stirrup 12 is installed, stirrup is enclosed within on vertical reinforcement 5, the horizontal reinforcement 6 in advance by designing requirement, perhaps after horizontal reinforcement and vertical reinforcement colligation are finished, U shaped steel muscle is bent to form stirrup;
F, referring to Fig. 6, horizontal reinforcement 6 is installed, and preliminary fixing;
G, referring to Fig. 6, according to the position of vertical reinforcement 5, mobile vertical reinforcement location fastener 4 is tightened holding screw 403 and is fixed on the horizontal location device 2;
H, referring to Fig. 6, vertical reinforcement 5 is installed;
I, referring to Fig. 7, colligation transverse reinforcement 6 and vertical reinforcement 5;
J, referring to Fig. 7, when window opening 7 and door opening 8 reinforcement constructions, stirrup 12 is enclosed within on horizontal reinforcement and the vertical reinforcement in advance.The mobile and horizontal reinforcing bar is reserved the hole distance, and vertical reinforcement is determined reinforcement location by vertical reinforcement location fastener, and with the vertical reinforcement colligation on horizontal reinforcement;
K, referring to Fig. 7, remove vertical steel part location fastener 4;
L, referring to Fig. 7, floor bar 9 or beam steel 10 are installed.
Claims (4)
1. concrete building reinforcing-bar Precise Position System, comprise fixedly connected vertical reinforcement, horizontal reinforcement and stirrup, it is characterized in that: connect into screen work shape navigation system by vertical locator, horizontal location device, vertical reinforcement location fastener, horizontal reinforcement location fastener and pre-buried steel part five major parts; Wherein:
Vertical locator is fixedly connected into ladder by inner panel, outside plate, crosspiece, and this ladder is parallel with vertical reinforcement, vertical with horizontal reinforcement, and the ladder cavity width is identical with thickness of wall body;
The horizontal location device is fixedly connected into ladder by inner panel, outside plate, stull, and this ladder is parallel with horizontal reinforcement, vertical with vertical reinforcement, and the ladder cavity width is identical with thickness of wall body;
Horizontal reinforcement location fastener is the rectangle cushion block of a band vertical clamping slot; its vertical clamping slot is plugged on the junction of outside plate and crosspiece, inner panel and the crosspiece of vertical locator; horizontal reinforcement is through between the inner panel and outside plate of vertical locator; be resisted against fastener inboard, horizontal reinforcement location, the thickness and the thickness of concrete cover of rectangle cushion block adapt.
Vertical reinforcement location fastener is the right angle type cushion block of a two-way tape draw-in groove, and vertical reinforcement is plugged in the horizontal draw-in groove of lateral part, and horizontal card bottom land limit to the thickness and the thickness of concrete cover of opposite side entity adapts; Vertical draw-in groove is plugged on the outside plate or inner panel of horizontal location device; vertical reinforcement location fastener is fixed by holding screw and horizontal location device; vertical reinforcement is through between the inner panel and outside plate of horizontal location device; be resisted against fastener inboard, vertical reinforcement location, thickness and thickness of concrete cover that vertical reinforcement location fastener vertical portion is divided adapt.
2. concrete building reinforcing-bar Precise Position System according to claim 1 is characterized in that: above-mentioned horizontal location device is connected, rivets, pegs graft or weld with the bolt that is connected to of vertical locator.
3. concrete building reinforcing-bar Precise Position System according to claim 1 is characterized in that: on the crosspiece of the stull of above-mentioned horizontal location device and vertical locator perforate and perforation are arranged.
4. the job practices of concrete building reinforcing-bar Precise Position System according to claim 1 is characterized in that construction sequence is:
A, when foundation construction, according to reinforcing bar navigation system integral rigidity design and reinforcing bar definite pre-buried steel part position that distributes;
B, vertical locator and pre-buried steel part are connected and fixed;
C, with the horizontal location device by the riveted joint or be weldingly fixed between two vertical locators;
D, horizontal reinforcement is located fastener be installed on the crosspiece of vertical locator, and near the crosspiece inboard;
E, stirrup is installed, stirrup is enclosed within on vertical reinforcement, the horizontal reinforcement in advance by designing requirement, perhaps after horizontal reinforcement and vertical reinforcement colligation are finished, U shaped steel muscle is bent to form stirrup;
Horizontal reinforcement is installed, and preliminary fixing;
G, according to the position of vertical reinforcement, mobile vertical reinforcement location fastener is tightened holding screw and is fixed on the horizontal location device;
H, installation vertical reinforcement;
I, colligation transverse reinforcement and vertical reinforcement;
When j, window opening and door opening reinforcement construction, stirrup is enclosed within on horizontal reinforcement and the vertical reinforcement in advance.The mobile and horizontal reinforcing bar is reserved the hole distance, and vertical reinforcement is determined reinforcement location by vertical reinforcement location fastener, and with the vertical reinforcement colligation on horizontal reinforcement;
K, the vertical steel part of dismounting location fastener;
L, installation floor bar or beam steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102002115A CN100356016C (en) | 2006-03-07 | 2006-03-07 | Concrete building reinforcing-bar precision positioning system and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102002115A CN100356016C (en) | 2006-03-07 | 2006-03-07 | Concrete building reinforcing-bar precision positioning system and its construction method |
Publications (2)
| Publication Number | Publication Date |
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| CN1936228A true CN1936228A (en) | 2007-03-28 |
| CN100356016C CN100356016C (en) | 2007-12-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2006102002115A Expired - Fee Related CN100356016C (en) | 2006-03-07 | 2006-03-07 | Concrete building reinforcing-bar precision positioning system and its construction method |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103403278A (en) * | 2011-01-13 | 2013-11-20 | 米歇尔·卡伯尼 | Modular construction system for reinforcing foundation, pillars, isolated footings and anti- seismic separators, intended for variable-geometry heat-insulation formwork |
| CN104100093A (en) * | 2013-09-06 | 2014-10-15 | 青岛林川工程技术咨询有限公司 | Device capable of guaranteeing spacing of horizontal reinforcing bars and application method thereof |
| CN105298140A (en) * | 2015-09-25 | 2016-02-03 | 长沙远大住宅工业集团有限公司 | Reinforcing steel bar positioning frame and positioning method for constructing external shear walls |
| CN107338762A (en) * | 2017-08-24 | 2017-11-10 | 上海市水利工程集团有限公司 | Flood-control wall reinforcing bar is accurately shaped the full locating location method of Ω formulas and locator |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587419A (en) * | 2017-09-28 | 2018-01-16 | 中国十七冶集团有限公司 | The array pitch control device and application method of oblique section bridge reinforcement protective layer and reinforcing bar |
| CN108104380A (en) * | 2017-12-15 | 2018-06-01 | 中天建设集团有限公司 | A kind of assembled conversion layer reinforcing bar positioning construction method |
| CN108868159A (en) * | 2018-09-03 | 2018-11-23 | 江苏金贸科技发展有限公司 | A kind of assembled architecture bar reinforcement positioning device |
| CN109056539A (en) * | 2018-08-22 | 2018-12-21 | 中交第二航务工程局有限公司 | A kind of assembled steel reinforced mounting structure |
| CN109853856A (en) * | 2018-12-27 | 2019-06-07 | 天津新宇建筑工程有限公司 | A kind of shear force wall reinforcing steel bar spacing control construction technology |
| CN110145054A (en) * | 2019-06-06 | 2019-08-20 | 内蒙古工业大学 | A kind of fabricated building compound external wall panel structure |
| CN111456421A (en) * | 2020-04-15 | 2020-07-28 | 中国电建市政建设集团有限公司 | Quick locking mechanism of multi-connected thin-wall silo slip form |
| CN111531306A (en) * | 2020-05-12 | 2020-08-14 | 周建平 | Positioning welding integration mechanism of building pouring frame |
| CN112502442A (en) * | 2020-11-30 | 2021-03-16 | 中国十七冶集团有限公司 | Shear wall outer wall steel bar binding and positioning device and using method |
| CN112832512A (en) * | 2021-01-07 | 2021-05-25 | 中铁三局集团建筑安装工程有限公司 | Large-span slow-bonding prestressed reinforced concrete beam and construction method |
| CN113863578A (en) * | 2021-09-07 | 2021-12-31 | 中国建筑第八工程局有限公司 | Basement exterior wall vertical steel bar fixing device and method for installing steel bars by using same |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87201293U (en) * | 1987-04-27 | 1988-01-20 | 王枥枥 | Combined jig for fixing pillar and its connection rebars |
| CN2087648U (en) * | 1991-05-03 | 1991-10-30 | 胡晓 | Reinforcement positioning support |
| CN2362937Y (en) * | 1998-07-16 | 2000-02-09 | 同济大学 | Steel bar fixing clamp for reinforced concrete structure |
| CN2695508Y (en) * | 2004-05-09 | 2005-04-27 | 润弘精密工程事业股份有限公司 | Building foundation reinforced bar device |
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- 2006-03-07 CN CNB2006102002115A patent/CN100356016C/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103403278B (en) * | 2011-01-13 | 2015-11-25 | 米歇尔·卡伯尼 | To the modular system that the ground of the thermal isolating form for geometry-variable, pillar, isolated footing and antidetonation eliminator are strengthened |
| CN103403278A (en) * | 2011-01-13 | 2013-11-20 | 米歇尔·卡伯尼 | Modular construction system for reinforcing foundation, pillars, isolated footings and anti- seismic separators, intended for variable-geometry heat-insulation formwork |
| CN104100093A (en) * | 2013-09-06 | 2014-10-15 | 青岛林川工程技术咨询有限公司 | Device capable of guaranteeing spacing of horizontal reinforcing bars and application method thereof |
| CN105298140A (en) * | 2015-09-25 | 2016-02-03 | 长沙远大住宅工业集团有限公司 | Reinforcing steel bar positioning frame and positioning method for constructing external shear walls |
| CN105298140B (en) * | 2015-09-25 | 2018-03-02 | 长沙远大住宅工业集团有限公司 | Reinforcing bar posting and its localization method are used in outer shear wall construction |
| CN107338762A (en) * | 2017-08-24 | 2017-11-10 | 上海市水利工程集团有限公司 | Flood-control wall reinforcing bar is accurately shaped the full locating location method of Ω formulas and locator |
| CN107338762B (en) * | 2017-08-24 | 2022-11-01 | 上海市水利工程集团有限公司 | Omega-type full-locking positioning method and positioner for accurately shaping steel bars of flood prevention wall |
| CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587419A (en) * | 2017-09-28 | 2018-01-16 | 中国十七冶集团有限公司 | The array pitch control device and application method of oblique section bridge reinforcement protective layer and reinforcing bar |
| CN108104380A (en) * | 2017-12-15 | 2018-06-01 | 中天建设集团有限公司 | A kind of assembled conversion layer reinforcing bar positioning construction method |
| CN109056539A (en) * | 2018-08-22 | 2018-12-21 | 中交第二航务工程局有限公司 | A kind of assembled steel reinforced mounting structure |
| CN109056539B (en) * | 2018-08-22 | 2020-07-03 | 中交第二航务工程局有限公司 | Assembled reinforcing bar mounting structure |
| CN108868159A (en) * | 2018-09-03 | 2018-11-23 | 江苏金贸科技发展有限公司 | A kind of assembled architecture bar reinforcement positioning device |
| CN109853856A (en) * | 2018-12-27 | 2019-06-07 | 天津新宇建筑工程有限公司 | A kind of shear force wall reinforcing steel bar spacing control construction technology |
| CN110145054A (en) * | 2019-06-06 | 2019-08-20 | 内蒙古工业大学 | A kind of fabricated building compound external wall panel structure |
| CN111456421B (en) * | 2020-04-15 | 2021-10-29 | 中国电建市政建设集团有限公司 | Quick locking mechanism of multi-connected thin-wall silo slip form |
| CN111456421A (en) * | 2020-04-15 | 2020-07-28 | 中国电建市政建设集团有限公司 | Quick locking mechanism of multi-connected thin-wall silo slip form |
| CN111531306A (en) * | 2020-05-12 | 2020-08-14 | 周建平 | Positioning welding integration mechanism of building pouring frame |
| CN112502442A (en) * | 2020-11-30 | 2021-03-16 | 中国十七冶集团有限公司 | Shear wall outer wall steel bar binding and positioning device and using method |
| CN112502442B (en) * | 2020-11-30 | 2022-05-13 | 中国十七冶集团有限公司 | Shear force wall outer wall reinforcement positioner |
| CN112832512A (en) * | 2021-01-07 | 2021-05-25 | 中铁三局集团建筑安装工程有限公司 | Large-span slow-bonding prestressed reinforced concrete beam and construction method |
| CN112832512B (en) * | 2021-01-07 | 2022-05-27 | 中铁三局集团建筑安装工程有限公司 | Large-span slow-bonding prestressed reinforced concrete beam and construction method |
| CN113863578A (en) * | 2021-09-07 | 2021-12-31 | 中国建筑第八工程局有限公司 | Basement exterior wall vertical steel bar fixing device and method for installing steel bars by using same |
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| CN100356016C (en) | 2007-12-19 |
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