CN1844605A - Precise positioning system for steel bars of composite thermal-insulation concrete building and construction method thereof - Google Patents
Precise positioning system for steel bars of composite thermal-insulation concrete building and construction method thereof Download PDFInfo
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- CN1844605A CN1844605A CN 200610200210 CN200610200210A CN1844605A CN 1844605 A CN1844605 A CN 1844605A CN 200610200210 CN200610200210 CN 200610200210 CN 200610200210 A CN200610200210 A CN 200610200210A CN 1844605 A CN1844605 A CN 1844605A
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Abstract
The invention relates to an accurate positioning system of composite thermal-insulated concrete reinforcing steel bar and relative construction method. Wherein, the space between the composite thermal-insulated assembly wall template and the composite thermal-insulated concrete floor molding template is distributed with upright reinforcing steel bar, horizontal reinforcing steel bar and hoop bar. And the positioning system is formed by an upright positioning device, a horizontal positioning device, an upright reinforcing steel bar positioning clamper, a horizontal reinforcing steel bar positioning clamper and a pre-embedded steel element, while the upper positioning device is formed by an inner plate, an outer plate, and a transverse block to form a trapezium support; said support is parallel with the upright reinforcing steel bar and vertical to the horizontal reinforcing steel bar; the width of chamber of trapezium support is the same as the thickness of wall; the horizontal positioning device is formed by an inner plate, an outer plate, and a transverse support to form a trapezium support that parallel with the horizontal reinforcing steel bar and vertical to the upright reinforcing steel bar; the width of the chamber of trapezium support is the same as the thickness of wall. The invention can easily position and bond the reinforcing steel bar on-site to improve the construction speed and the whole rigidity, while the reinforcing steel bar will not be displaced in the irrigation process.
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 steel bars of composite thermal-insulation concrete building 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.
The technical scheme of steel bars of composite thermal-insulation concrete building Precise Position System of the present invention: in the enclosed space of composite thermal insulation assembling wall form and composite heat preservation heat insulating concrete floor mould, lay vertical reinforcement, horizontal reinforcement and stirrup, it is characterized in that: connect into screen work shape reinforcing bar 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 steel bars of composite thermal-insulation concrete building 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 composite thermal insulation assembling wall form;
M, installation composite heat preservation heat insulating concrete floor mould, and support;
N, mounting rail reinforcing bar or floor bar.
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 a reinforcing bar system colligation location schematic diagram;
Fig. 8 is the embodiment schematic diagram of steel bars of composite thermal-insulation concrete building Precise Position 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, 13-composite thermal insulation assembling wall form, 14-composite heat preservation heat insulating concrete floor mould, 15-air conditioning wind pipe.
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 steel bars of composite thermal-insulation concrete building Precise Position System is laid vertical reinforcement 5, horizontal reinforcement 6 and stirrup 12 referring to Fig. 1-8 in the enclosed space of composite thermal insulation assembling wall form 13 and composite heat preservation heat insulating concrete floor mould 14.Connect into screen work shape reinforcing bar 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. 8, composite thermal insulation assembling wall form 13 is installed;
M, referring to Fig. 8, composite heat preservation heat insulating concrete floor mould 14, air conditioning wind pipe 15 are installed, and are supported;
N, referring to Fig. 8, mounting rail reinforcing bar 10 or floor bar 9.
Claims (4)
1. steel bars of composite thermal-insulation concrete building Precise Position System, in the enclosed space of composite thermal insulation assembling wall form and composite heat preservation heat insulating concrete floor mould, lay vertical reinforcement, horizontal reinforcement and stirrup, it is characterized in that: connect into screen work shape reinforcing bar 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. steel bars of composite thermal-insulation concrete building 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. steel bars of composite thermal-insulation concrete building 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 steel bars of composite thermal-insulation concrete building 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 composite thermal insulation assembling wall form;
M, installation composite heat preservation heat insulating concrete floor mould, and support;
N, mounting rail or floor bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102002100A CN100339543C (en) | 2006-03-07 | 2006-03-07 | Precise positioning system for steel bars of composite thermal-insulation concrete building and construction method thereof |
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| CNB2006102002100A CN100339543C (en) | 2006-03-07 | 2006-03-07 | Precise positioning system for steel bars of composite thermal-insulation concrete building and construction method thereof |
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| CN1844605A true CN1844605A (en) | 2006-10-11 |
| CN100339543C CN100339543C (en) | 2007-09-26 |
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| CN102352690A (en) * | 2011-07-29 | 2012-02-15 | 中国二十二冶集团有限公司 | Construction method of anti-floating locating system of cast-in-place concrete hollow floorslab steel tube |
| CN104831868A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Shear wall positioning device |
| CN105499447A (en) * | 2015-12-25 | 2016-04-20 | 上海建工四建集团有限公司 | Steel net bending and assembling positioning clamp and construction method thereof |
| CN105822024A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Construction reinforcing steel bar protecting layer clamping and mounting equipment |
| CN106002052A (en) * | 2016-07-08 | 2016-10-12 | 杨晓斌 | Supporting frame used for reinforcing fabric welding |
| 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 |
| 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 |
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| 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 |
| CN110748091A (en) * | 2019-11-01 | 2020-02-04 | 中铁十六局集团第四工程有限公司 | Protective layer thickness control device |
| CN111255124A (en) * | 2020-03-12 | 2020-06-09 | 四川省建筑设计研究院有限公司 | Superposed shear wall and bar inserting method thereof |
| CN111749232A (en) * | 2020-07-14 | 2020-10-09 | 吴刚陆 | Embedded type anti-deviation rod for integrated component of steel bar formwork |
| CN116607708A (en) * | 2023-07-19 | 2023-08-18 | 中宇拓疆环保科技(新沂)有限公司 | Prefabricated building wall reinforcing steel bar pre-buried positioner |
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| 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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| CN102352690A (en) * | 2011-07-29 | 2012-02-15 | 中国二十二冶集团有限公司 | Construction method of anti-floating locating system of cast-in-place concrete hollow floorslab steel tube |
| CN104831868A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Shear wall positioning device |
| CN105499447A (en) * | 2015-12-25 | 2016-04-20 | 上海建工四建集团有限公司 | Steel net bending and assembling positioning clamp and construction method thereof |
| CN105822024A (en) * | 2016-04-08 | 2016-08-03 | 烟台三新新能源科技有限公司 | Construction reinforcing steel bar protecting layer clamping and mounting equipment |
| CN106002052A (en) * | 2016-07-08 | 2016-10-12 | 杨晓斌 | Supporting frame used for reinforcing fabric welding |
| CN108868154A (en) * | 2017-05-12 | 2018-11-23 | 五冶集团上海有限公司 | The Epoxy Resin Coated Steel Bars binding method of concrete beam mould board under corrosive environment |
| CN108868153A (en) * | 2017-05-12 | 2018-11-23 | 五冶集团上海有限公司 | Basement Epoxy Resin Coated Steel Bars binding method under corrosive environment |
| 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 |
| 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 |
| 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 |
| CN108505687A (en) * | 2018-06-05 | 2018-09-07 | 江苏凤腾塑料有限公司 | A kind of concrete strengthening device of PVC extrusion moldings |
| 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 |
| CN110748091A (en) * | 2019-11-01 | 2020-02-04 | 中铁十六局集团第四工程有限公司 | Protective layer thickness control device |
| CN111255124A (en) * | 2020-03-12 | 2020-06-09 | 四川省建筑设计研究院有限公司 | Superposed shear wall and bar inserting method thereof |
| CN111749232A (en) * | 2020-07-14 | 2020-10-09 | 吴刚陆 | Embedded type anti-deviation rod for integrated component of steel bar formwork |
| CN111749232B (en) * | 2020-07-14 | 2021-12-03 | 邳州华创新能源电池研究院有限公司 | Embedded type anti-deviation rod for integrated component of steel bar formwork |
| CN116607708A (en) * | 2023-07-19 | 2023-08-18 | 中宇拓疆环保科技(新沂)有限公司 | Prefabricated building wall reinforcing steel bar pre-buried positioner |
| CN116607708B (en) * | 2023-07-19 | 2023-09-22 | 中宇拓疆环保科技(新沂)有限公司 | Prefabricated building wall reinforcing steel bar pre-buried positioner |
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