CN105619595A - Precast beam steel bar construction process - Google Patents
Precast beam steel bar construction process Download PDFInfo
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- CN105619595A CN105619595A CN201410580315.8A CN201410580315A CN105619595A CN 105619595 A CN105619595 A CN 105619595A CN 201410580315 A CN201410580315 A CN 201410580315A CN 105619595 A CN105619595 A CN 105619595A
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Abstract
A precast beam steel bar construction technology comprises the steps of preparing material according to size prescribed in a drawing; debugging a numerical control bending center by an assigned staff; verifying the size of a first semi-finished steel bar by an inspector, and conducting mass production if verification result is accepted; disposing a horseshoe bottom main rib on a pedestal; fixing a web model support; setting-out the position of a horizontal beam reinforced skeleton accurately on the web steel bar model support according to the change of floor types; binding a T beam web steel bar; disposing stirrups in a die holder in order and fixing the bottoms of the stirrups first; then binding horizontal ribs; and finally removing the model support for encryption. The advantages of the precast beam steel bar construction technology are that a fetal membrane work is employed, therefore qualified rate of a steel bar protective layer is guaranteed; the floor average qualified rate is 95% according to the detection of a steel bar protective layer apparatus; besides, the intervals among the T beam stirrups and the horizontal ribs are uniform; the position is accurate; the position of a bellows can be accurately positioned, making the integral linearity of the T beam steel reinforcement cage smooth, straight, and beautiful.
Description
Technical field
The present invention relates to a kind of reinforcement construction technique, specifically precast beam reinforced bar construction technology.
Background technology
At present in Precast T-Beam reinforcement construction, artificial production efficiency is low, and a piece of 30 meters of T beam steels construction needs 6.5h��7h. Ubiquity cover to reinforcement low qualified, bar spacing unshapeliness, the problems such as embedded bar line style is not straight.
Summary of the invention
For solving the problems referred to above, it is an object of the invention to provide a kind of precast beam reinforced bar construction technology.
The present invention is for achieving the above object, it is achieved through the following technical solutions: precast beam reinforced bar construction technology, first presses figure paper size dispensing, fixed personnel debug numerical-control bending center, Quality Inspector checks and accepts first semi-finished product rebar sizes made, and meets the requirements and carries out large batch of production; Muscle main at the bottom of Horse hoof is placed on pedestal, fixing web model support, according to beam slab Change of types, accurate settingout diaphragm framework of steel reinforcement position on web reinforcement model support; Colligation T web reinforcing bar, mould bases put in order by stirrup, is first fixed bottom stirrup; Secondly colligation horizontal bar, removes model support and is encrypted.
For realizing the purpose of the present invention further, can also be by the following technical solutions: in the construction of T beam roof steel bar, construct from lower to upper, first colligation hogging moment tooth plate position reinforcing bar on model support, place the wet seam pre-buried steel hoop location angle steel on model support of top board, ensure linearly straight, finally wear hogging moment corrugated tube and position. By lifting shoulder-pole hoisting T beam roof steel bar, the comb plate groove in template matches with the groove scale on fetal membrane, and when T beam forms makes, the position of perpendicular rib I-steel, is arranged on beyond top board embedded bar, it is ensured that do not have interference during roof steel bar integral hoisting; When roof steel bar integral hoisting is for ensureing lifting, reinforcing bar will not deform, and triangle shoulder pole hook spacing is 90cm and configuration pulley, it is ensured that reinforcing bar will not run-off the straight.
It is an advantage of the current invention that: in the present invention; adopt fetal membrane equalization; ensure that cover to reinforcement qualification rate; detect through cover to reinforcement instrument; beam slab average qualification rate is 95% additionally also assures that T beam stirrup, horizontal bar spacing are uniform; position is accurate, also can be accurately positioned the position of bellow, make T beam steel cage overall linear straight, attractive in appearance. This engineering method is easy to construction organization, can make T web reinforcing bar binding and roof steel bar colligation synchronous construction, forms the operation of flowing water face, additionally also facilitates the colligation of hogging moment tooth plate position reinforcing bar, improve efficiency of construction. Adopt this engineering method to make T beam steel, contribute to realizing the parallel operations of form fixer and bar bender, be conducive to the expansion of work surface, save cost.
Accompanying drawing explanation
Fig. 1 is semi-finished product reinforcing bar machining sketch charts; Fig. 2 is colligation vertical stirrup and Horse hoof reinforcing bar schematic diagram; Fig. 3 is one of colligation T web reinforcing bar schematic diagram; The two of Fig. 4 colligation T web reinforcing bar schematic diagram; Fig. 5 is colligation T beam roof steel bar schematic diagram; Fig. 6 is lifting T beam roof steel bar schematic diagram.
Detailed description of the invention
Precast beam reinforced bar construction technology, first presses figure paper size dispensing, fixed personnel debugs numerical-control bending center, and Quality Inspector checks and accepts first semi-finished product rebar sizes made, and meets the requirements and carries out large batch of production; Muscle main at the bottom of Horse hoof is placed on pedestal, fixing web model support, according to beam slab Change of types, accurate settingout diaphragm framework of steel reinforcement position on web reinforcement model support; Colligation T web reinforcing bar, mould bases put in order by stirrup, is first fixed bottom stirrup; Secondly colligation horizontal bar, removes model support and is encrypted.
In the construction of T beam roof steel bar, construct from lower to upper, first colligation hogging moment tooth plate position reinforcing bar on model support, place the wet seam pre-buried steel hoop location angle steel on model support of top board, it is ensured that linearly straight, finally wear hogging moment corrugated tube and position.
By lifting shoulder-pole hoisting T beam roof steel bar, the comb plate groove in template matches with the groove scale on fetal membrane, and when T beam forms makes, the position of perpendicular rib I-steel, is arranged on beyond top board embedded bar, it is ensured that do not have interference during roof steel bar integral hoisting; When roof steel bar integral hoisting is for ensureing lifting, reinforcing bar will not deform, and triangle shoulder pole hook spacing is 90cm and configuration pulley, it is ensured that reinforcing bar will not run-off the straight.
At present in Precast T-Beam reinforcement construction, it is common to there is cover to reinforcement low qualified, bar spacing unshapeliness, the problems such as embedded bar line style is not straight. T beam steel fetal membrane process technology, it is possible to solve problems well. This technology application practice by Practical Project, achieves good effect, is embodied in:
1, steady quality
T beam steel adopts fetal membrane equalization; ensure that cover to reinforcement qualification rate; detect through cover to reinforcement instrument; beam slab average qualification rate is 95% additionally also assures that T beam stirrup, horizontal bar spacing are uniform; position is accurate; also can be accurately positioned the position of bellow, be that T beam steel cage overall linear is straight, attractive in appearance.
2, efficiency of construction is high
This engineering method is easy to construction organization, can make T web reinforcing bar binding and roof steel bar colligation synchronous construction, forms the operation of flowing water face, additionally also facilitates the colligation of hogging moment tooth plate position reinforcing bar, improve efficiency of construction.
Performance analysis
1, progress
Adopting this engineering method to make T beam steel, decrease labor intensity, molding time is short, and when mutually same 20 people reinforcing bar teams and groups, a piece of 30 meters of T beam steels construction only needs 3.5h��4h. And before, artificial production efficiency is low, a piece of 30 meters of T beam steels construction needs 6.5h��7h.
2, quality
The T beam steel that this engineering method makes, main muscle, stirrup spacing uniformly, cover to reinforcement qualification rate high, fabricating quality is substantially better than commonsense method, can once by checking and accepting.
3, cost
Adopt this engineering method to make T beam steel, contribute to realizing the parallel operations of form fixer and bar bender, be conducive to the expansion of work surface, save cost.
In sum:
Adopting fetal membrane fabrication and processing T beam steel quality good, economic benefit and social benefit are all very notable, meet the construction theory that national environmental protection is energy-conservation.
Technical scheme is not restricted in the scope of embodiment of the present invention. The technology contents of the not detailed description of the present invention is known technology.
Claims (3)
1. precast beam reinforced bar construction technology, it is characterised in that: first pressing figure paper size dispensing, fixed personnel debug numerical-control bending center, Quality Inspector checks and accepts first semi-finished product rebar sizes made, and meets the requirements and carries out large batch of production; Muscle main at the bottom of Horse hoof is placed on pedestal, fixing web model support, according to beam slab Change of types, accurate settingout diaphragm framework of steel reinforcement position on web reinforcement model support; Colligation T web reinforcing bar, mould bases put in order by stirrup, is first fixed bottom stirrup; Secondly colligation horizontal bar, removes model support and is encrypted.
2. precast beam reinforced bar construction technology according to claim 1, it is characterized in that: in the construction of T beam roof steel bar, construct from lower to upper, first colligation hogging moment tooth plate position reinforcing bar on model support, place the wet seam pre-buried steel hoop location angle steel on model support of top board, ensure linearly straight, finally wear hogging moment corrugated tube and position.
3. precast beam reinforced bar construction technology according to claim 1, it is characterized in that: by lifting shoulder-pole hoisting T beam roof steel bar, comb plate groove in template matches with the groove scale on fetal membrane, the position of perpendicular rib I-steel when T beam forms makes, it is arranged on beyond top board embedded bar, it is ensured that during roof steel bar integral hoisting, do not have interference; When roof steel bar integral hoisting is for ensureing lifting, reinforcing bar will not deform, and triangle shoulder pole hook spacing is 90cm and configuration pulley, it is ensured that reinforcing bar will not run-off the straight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410580315.8A CN105619595A (en) | 2014-10-27 | 2014-10-27 | Precast beam steel bar construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410580315.8A CN105619595A (en) | 2014-10-27 | 2014-10-27 | Precast beam steel bar construction process |
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| CN105619595A true CN105619595A (en) | 2016-06-01 |
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| CN201410580315.8A Pending CN105619595A (en) | 2014-10-27 | 2014-10-27 | Precast beam steel bar construction process |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012849A (en) * | 2016-06-08 | 2016-10-12 | 江苏燕宁建设工程有限公司 | Construction method for integral binding and hoisting for linear section steel bars of cantilever beam and bridge |
| CN108638323A (en) * | 2018-06-15 | 2018-10-12 | 交通运输部科学研究院 | A kind of beam prefabricated construction reinforced bar binding rack of T and binding method |
| CN109692927A (en) * | 2018-12-27 | 2019-04-30 | 中建四局第六建筑工程有限公司 | A kind of tire film frame assembly and its construction method |
-
2014
- 2014-10-27 CN CN201410580315.8A patent/CN105619595A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012849A (en) * | 2016-06-08 | 2016-10-12 | 江苏燕宁建设工程有限公司 | Construction method for integral binding and hoisting for linear section steel bars of cantilever beam and bridge |
| CN108638323A (en) * | 2018-06-15 | 2018-10-12 | 交通运输部科学研究院 | A kind of beam prefabricated construction reinforced bar binding rack of T and binding method |
| CN108638323B (en) * | 2018-06-15 | 2023-06-20 | 交通运输部科学研究院 | T-beam prefabrication construction steel bar binding rack and binding method |
| CN109692927A (en) * | 2018-12-27 | 2019-04-30 | 中建四局第六建筑工程有限公司 | A kind of tire film frame assembly and its construction method |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160601 |
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| WD01 | Invention patent application deemed withdrawn after publication |