CN204076498U - A kind of Precast T-Beam beam rib steel-bar binding location moulding bed - Google Patents
A kind of Precast T-Beam beam rib steel-bar binding location moulding bed Download PDFInfo
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- CN204076498U CN204076498U CN201420420679.5U CN201420420679U CN204076498U CN 204076498 U CN204076498 U CN 204076498U CN 201420420679 U CN201420420679 U CN 201420420679U CN 204076498 U CN204076498 U CN 204076498U
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- gag lever
- lever post
- body frame
- rib
- stirrup
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Abstract
The utility model discloses a kind of Precast T-Beam beam rib steel-bar binding location moulding bed, comprise and split at two groups of T beam pedestal both sides limit assemblies staggered relatively, often organize limit assembly and comprise the multiple vertical body frame be arranged in order, often organize all vertical body frame in limit assembly to be connected with an elongated stirrup gag lever post by an elongated water chestnut muscle gag lever post, each vertical body frame is all fixed on T beam pedestal, each vertical body frame is equipped with at least two vertical main framings, split at two of T beam pedestal both sides relative vertical main framings by drawing connecting bolt to connect, split and be fitted with many vertically disposed transverse horizontal positioning bars on two of T beam pedestal both sides relative vertical main framings, the position of transverse horizontal positioning bar and the position one_to_one corresponding of T beam beam rib horizontal bar.Use the utility model can fast, positioning beam rib stirrup, water chestnut muscle and horizontal bar accurately, and then improve T beam beam rib steel-bar binding precision, accelerate the colligation speed of T beam beam rib reinforcement.
Description
Technical field
The utility model relates to a kind of location moulding bed, particularly a kind of Precast T-Beam beam rib steel-bar binding location moulding bed.
Background technology
Find in Precast T-Beam test beam beam rib steel-bar binding process: beam rib stirrup, water chestnut muscle spacing skewness, reinforcing bar vertical bury pipe is poor; Horizontal bar (waist muscle) spacing is uneven, horizontal direction undulate.Overall binding effect, linear poor, spacing control nonstandard, straight cis degree is bad, vertical bury pipe is poor, reinforcing bar binding precision affects comparatively large by operator quality, qualification and sense of responsibility, colligation quality and cover to reinforcement control difficulty large.
Utility model content
The utility model provides a kind of Precast T-Beam beam rib steel-bar binding to locate moulding bed for solving in known technology the technical problem that exists, use this moulding bed can fast, positioning beam rib stirrup, water chestnut muscle and horizontal bar accurately, and then improve T beam beam rib steel-bar binding precision, accelerate the colligation speed of T beam beam rib reinforcement.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of Precast T-Beam beam rib steel-bar binding location moulding bed, comprise and split at two groups of T beam pedestal both sides limit assemblies staggered relatively, the thickness of the interval described in two groups between limit assembly and T beam beam rib is adaptive; Often organize limit assembly and comprise the multiple vertical body frame be arranged in order, often organize all described vertical body frame in limit assembly to be connected with an elongated stirrup gag lever post by an elongated water chestnut muscle gag lever post, described water chestnut muscle gag lever post and described stirrup gag lever post are all horizontally disposed with, described water chestnut muscle gag lever post is provided with the multiple draw-in grooves with T beam beam rib water chestnut muscle adaptation, described stirrup gag lever post is provided with the multiple draw-in grooves with T beam beam rib stirrup adaptation; The bottom of each described vertical body frame is all fixed on T beam pedestal, each described vertical body frame is equipped with at least two vertical main framings, split at two of T beam pedestal both sides relative described vertical main framings by drawing connecting bolt to connect, split and be fitted with many vertically disposed transverse horizontal positioning bars, the position of described transverse horizontal positioning bar and the position one_to_one corresponding of T beam beam rib horizontal bar on two of T beam pedestal both sides relative described vertical main framings.
The bottom of described vertical body frame is provided with overhanging leg, between described overhanging leg and described vertical main framing, be provided with oblique pull reinforcing bar.
Road wheel is provided with bottom described overhanging leg.
Split and pass through drawing set bolt to be strained and fixed on T beam pedestal in the bottom of two of T beam pedestal both sides relative described vertical body frames.
The location sole be pressed on T beam pedestal is provided with in the bottom of described vertical body frame.
Described water chestnut muscle gag lever post and described stirrup gag lever post are all formed by angle steel.
The width 2mm larger than the external diameter of T beam beam rib water chestnut muscle of the draw-in groove on described water chestnut muscle gag lever post, the width 2mm larger than the external diameter of T beam beam rib stirrup of the draw-in groove of described stirrup gag lever post.
Described to drawing connecting bolt to be installed in steel pipe, described steel pipe is folded between two relative described vertical main framings.
The advantage that the utility model has and good effect are: adopt the plan-position of water chestnut muscle gag lever post control T beam beam rib water chestnut muscle, spacing and line style, adopt the plan-position of stirrup gag lever post control T beam beam rib stirrup, spacing and line style, transverse horizontal positioning bar is adopted to support T beam beam rib horizontal bar, can fast, positioning beam rib stirrup, water chestnut muscle and horizontal bar accurately, and then improve T beam beam rib steel-bar binding precision, accelerate the colligation speed of T beam beam rib reinforcement, and can construction process be simplified, improve efficiency of construction, ensure construction quality.Practice shows: adopt the T beam beam rib reinforcement that location moulding bed colligation is shaping; aesthetic in appearance; line style is smooth and easy; spacing is even; every Testing index all meets specification and designing requirement; for follow-up concrete pouring quality, protective layer thickness control to provide good guarantee, obtain extraordinary construction effect, be suitable for applying.
In sum, the utility model can improve the colligation quality of T beam beam rib stirrup, shortens the turnover period of T beam pedestal, accelerating construction progress, increases work efficiency, and reduces construction cost, reduces construction management difficulty, for standardized construction provides safeguard.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model;
Fig. 2 is the side view of Fig. 1.
In figure: 1, T beam pedestal; 2, vertical body frame; 2-1, vertical main framing; 2-2, overhanging leg; 2-3, oblique pull reinforcing bar; 2-4, road wheel; 2-5, location sole; 3, water chestnut muscle gag lever post; 3-1, draw-in groove; 4, stirrup gag lever post; 4-1, draw-in groove; 5, to drawing connecting bolt; 6, transverse horizontal positioning bar; 7, to drawing set bolt; 8, steel pipe.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 and Fig. 2, a kind of Precast T-Beam beam rib steel-bar binding location moulding bed, comprise and split at two groups of T beam pedestal 1 both sides limit assemblies staggered relatively, the thickness of the interval described in two groups between limit assembly and T beam beam rib is adaptive; Often organize limit assembly and comprise the multiple vertical body frame 2 be arranged in order, often organize all described vertical body frame 2 in limit assembly to be connected with an elongated stirrup gag lever post 4 by an elongated water chestnut muscle gag lever post 3, described water chestnut muscle gag lever post 3 and described stirrup gag lever post 4 are all horizontally disposed with, described water chestnut muscle gag lever post 3 is provided with the multiple draw-in groove 3-1 with T beam beam rib water chestnut muscle adaptation, described stirrup gag lever post 4 is provided with the multiple draw-in groove 4-1 with T beam beam rib stirrup adaptation; The bottom of each described vertical body frame 2 is all fixed on T beam pedestal 1, each described vertical body frame 2 is equipped with at least two vertical main framing 2-1, split at two of T beam pedestal 1 both sides relative described vertical main framing 2-1 by drawing connecting bolt 5 to connect, split and be fitted with many vertically disposed transverse horizontal positioning bars 6, the position of described transverse horizontal positioning bar 6 and the position one_to_one corresponding of T beam beam rib horizontal bar on two of T beam pedestal 1 both sides relative described vertical main framing 2-1.
Above-mentioned moulding bed primarily of the angle steel of ∠ 50 × 50 × 6 as skeleton, the profile of T beam different cross section is formed by welding, every 2 meters as a unit, interval is arranged, the position of stirrup and water chestnut muscle is controlled by cutting on elongated water chestnut muscle gag lever post and stirrup gag lever post, carried out the straight degree of level of control muscle by horizontal transverse horizontal positioning bar, thus reach the object controlling total quality and line style.
In the present embodiment, the bottom of described vertical body frame 2 is provided with overhanging leg 2-2, between described overhanging leg 2-2 and described vertical main framing 2-1, be provided with oblique pull reinforcing bar 2-3.For keeping the stability of described vertical body frame 2.Mobile in order to make vertical body frame 2 be convenient to, bottom described overhanging leg 2-2, be provided with road wheel 2-4.Split in the bottom of two of T beam pedestal 1 both sides relative described vertical body frames 2 by drawing set bolt 7 to be strained and fixed on T beam pedestal 1, easy to connect, reliable.The location sole 2-5 be pressed on T beam pedestal 1 is provided with, to facilitate described vertical body frame 2 fixing in T beam pedestal 1 location in the bottom of described vertical body frame 2.Described water chestnut muscle gag lever post 3 and described stirrup gag lever post 4 are all formed by square tube.The width 2mm larger than the external diameter of T beam beam rib water chestnut muscle of the draw-in groove on described water chestnut muscle gag lever post 3, the width 2mm larger than the external diameter of T beam beam rib stirrup of the draw-in groove of described stirrup gag lever post 4, both easily can snap in reinforcing bar, and can ensure that again the interval error of adjacent two reinforcing bars met designing requirement.Described to drawing connecting bolt 5 to be installed in steel pipe 8, described steel pipe 8 is folded between two relative described vertical main framing 2-1, adopts described steel pipe 8 to the thickness of control T beam beam rib.
The flow process of use the utility model assembling reinforcement is: install location moulding bed → moulding bed inspection → installation colligation water chestnut muscle → installation colligation stirrup → installation colligation horizontal bar → colligation and complete, remove moulding bed.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that the utility model aim and claim protect, can also make a lot of form, these all belong within protection domain of the present utility model.
Claims (8)
1. a Precast T-Beam beam rib steel-bar binding location moulding bed, is characterized in that, comprise and split at two groups of T beam pedestal both sides limit assemblies staggered relatively, and the thickness of the interval described in two groups between limit assembly and T beam beam rib is adaptive;
Often organize limit assembly and comprise the multiple vertical body frame be arranged in order, often organize all described vertical body frame in limit assembly to be connected with an elongated stirrup gag lever post by an elongated water chestnut muscle gag lever post, described water chestnut muscle gag lever post and described stirrup gag lever post are all horizontally disposed with, described water chestnut muscle gag lever post is provided with the multiple draw-in grooves with T beam beam rib water chestnut muscle adaptation, described stirrup gag lever post is provided with the multiple draw-in grooves with T beam beam rib stirrup adaptation;
The bottom of each described vertical body frame is all fixed on T beam pedestal, each described vertical body frame is equipped with at least two vertical main framings, split at two of T beam pedestal both sides relative described vertical main framings by drawing connecting bolt to connect, split and be fitted with many vertically disposed transverse horizontal positioning bars, the position of described transverse horizontal positioning bar and the position one_to_one corresponding of T beam beam rib horizontal bar on two of T beam pedestal both sides relative described vertical main framings.
2. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, it is characterized in that, the bottom of described vertical body frame is provided with overhanging leg, between described overhanging leg and described vertical main framing, be provided with oblique pull reinforcing bar.
3. Precast T-Beam beam rib steel-bar binding location according to claim 2 moulding bed, is characterized in that, bottom described overhanging leg, be provided with road wheel.
4. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, is characterized in that, split and pass through drawing set bolt to be strained and fixed on T beam pedestal in the bottom of two of T beam pedestal both sides relative described vertical body frames.
5. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, is characterized in that, be provided with the location sole be pressed on T beam pedestal in the bottom of described vertical body frame.
6. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, it is characterized in that, described water chestnut muscle gag lever post and described stirrup gag lever post are all formed by angle steel.
7. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, it is characterized in that, the width 2mm larger than the external diameter of T beam beam rib water chestnut muscle of the draw-in groove on described water chestnut muscle gag lever post, the width 2mm larger than the external diameter of T beam beam rib stirrup of the draw-in groove of described stirrup gag lever post.
8. Precast T-Beam beam rib steel-bar binding location according to claim 1 moulding bed, it is characterized in that, described to drawing connecting bolt to be installed in steel pipe, described steel pipe is folded between two relative described vertical main framings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420679.5U CN204076498U (en) | 2014-07-28 | 2014-07-28 | A kind of Precast T-Beam beam rib steel-bar binding location moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420679.5U CN204076498U (en) | 2014-07-28 | 2014-07-28 | A kind of Precast T-Beam beam rib steel-bar binding location moulding bed |
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| CN204076498U true CN204076498U (en) | 2015-01-07 |
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| CN201420420679.5U Expired - Fee Related CN204076498U (en) | 2014-07-28 | 2014-07-28 | A kind of Precast T-Beam beam rib steel-bar binding location moulding bed |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104842449A (en) * | 2015-05-17 | 2015-08-19 | 天津第一市政公路工程有限公司 | Detachable stationary type steel reinforcement framework binding pedestal and assembly and use method thereof |
| CN105034163A (en) * | 2015-08-31 | 2015-11-11 | 中国葛洲坝集团第六工程有限公司 | T roof beam reinforcing bar standard festival production ligature device |
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| CN105821768A (en) * | 2016-03-24 | 2016-08-03 | 浙江大学城市学院 | Box girder bottom web reinforcing steel bar integral forming formwork and construction method |
| WO2017020685A1 (en) * | 2015-08-06 | 2017-02-09 | 严利容 | Prefabricated t beam steel die |
| CN106426541A (en) * | 2016-11-09 | 2017-02-22 | 中铁局集团天津建设工程有限公司 | Binding forming die of precast beam reinforcing steel bar and construction process of precast beam reinforcing steel bar |
| CN106738308A (en) * | 2017-01-17 | 2017-05-31 | 中国建筑第七工程局有限公司 | Precast T-Beam reinforcing bar molding bed rack system |
| CN108193602A (en) * | 2018-02-07 | 2018-06-22 | 中交公局第二工程有限公司 | A kind of adjustable web hooping mounting and positioning device |
| CN109049323A (en) * | 2018-09-04 | 2018-12-21 | 广东蕉岭建筑工程集团有限公司 | Plate bar frame production method |
| CN110027111A (en) * | 2019-03-22 | 2019-07-19 | 佛山市集知汇科技有限公司 | A kind of fixture being automatically separated the precast beam moulding bed put up |
| CN110405938A (en) * | 2019-07-30 | 2019-11-05 | 云南省建设投资控股集团有限公司 | Precast T-Beam web reinforcement binding auxiliary moulding bed construction |
| CN110586815A (en) * | 2019-10-14 | 2019-12-20 | 上海建工四建集团有限公司 | Size-adjustable multi-layer steel bar net high-precision machining jig frame and using method |
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2014
- 2014-07-28 CN CN201420420679.5U patent/CN204076498U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104842449B (en) * | 2015-05-17 | 2017-03-08 | 天津第一市政公路工程有限公司 | Dismountable stationary type reinforcing steel bar skeleton colligation pedestal and its assembling and using method |
| CN104842449A (en) * | 2015-05-17 | 2015-08-19 | 天津第一市政公路工程有限公司 | Detachable stationary type steel reinforcement framework binding pedestal and assembly and use method thereof |
| WO2017020685A1 (en) * | 2015-08-06 | 2017-02-09 | 严利容 | Prefabricated t beam steel die |
| CN105034163A (en) * | 2015-08-31 | 2015-11-11 | 中国葛洲坝集团第六工程有限公司 | T roof beam reinforcing bar standard festival production ligature device |
| CN105821768A (en) * | 2016-03-24 | 2016-08-03 | 浙江大学城市学院 | Box girder bottom web reinforcing steel bar integral forming formwork and construction method |
| CN105773833B (en) * | 2016-03-25 | 2018-03-30 | 陈芳斌 | A kind of production method of T-shaped sheet pile mould and T-shaped sheet pile |
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| CN106426541A (en) * | 2016-11-09 | 2017-02-22 | 中铁局集团天津建设工程有限公司 | Binding forming die of precast beam reinforcing steel bar and construction process of precast beam reinforcing steel bar |
| CN106426541B (en) * | 2016-11-09 | 2018-10-30 | 中铁一局集团天津建设工程有限公司 | Precast beam reinforced bar binding tire film and precast beam reinforced bar construction technology |
| CN106738308A (en) * | 2017-01-17 | 2017-05-31 | 中国建筑第七工程局有限公司 | Precast T-Beam reinforcing bar molding bed rack system |
| CN108193602A (en) * | 2018-02-07 | 2018-06-22 | 中交公局第二工程有限公司 | A kind of adjustable web hooping mounting and positioning device |
| CN109049323A (en) * | 2018-09-04 | 2018-12-21 | 广东蕉岭建筑工程集团有限公司 | Plate bar frame production method |
| CN110027111A (en) * | 2019-03-22 | 2019-07-19 | 佛山市集知汇科技有限公司 | A kind of fixture being automatically separated the precast beam moulding bed put up |
| CN110405938A (en) * | 2019-07-30 | 2019-11-05 | 云南省建设投资控股集团有限公司 | Precast T-Beam web reinforcement binding auxiliary moulding bed construction |
| CN110405938B (en) * | 2019-07-30 | 2021-03-23 | 云南省建设投资控股集团有限公司 | Construction method for prefabricated T-shaped beam web plate reinforcement auxiliary jig frame |
| CN110586815A (en) * | 2019-10-14 | 2019-12-20 | 上海建工四建集团有限公司 | Size-adjustable multi-layer steel bar net high-precision machining jig frame and using method |
| CN110586815B (en) * | 2019-10-14 | 2024-05-14 | 上海建工四建集团有限公司 | Size-adjustable multi-layer reinforcing mesh high-precision machining jig frame and use method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20160728 |
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| CF01 | Termination of patent right due to non-payment of annual fee |