CN204282855U - A kind of bracing means of deformed bar concrete component - Google Patents
A kind of bracing means of deformed bar concrete component Download PDFInfo
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- CN204282855U CN204282855U CN201420722270.9U CN201420722270U CN204282855U CN 204282855 U CN204282855 U CN 204282855U CN 201420722270 U CN201420722270 U CN 201420722270U CN 204282855 U CN204282855 U CN 204282855U
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- concrete component
- main joist
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- joist
- dismantling formwork
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Abstract
The utility model discloses a kind of bracing means of deformed bar concrete component, comprise some concrete components being built-in with reinforcing bar, the cross sectional shape of concrete component is regular hexagon, the skin of concrete component is provided with polyurethane foam insulation, polyurethane foam insulation is sprayed on GRC non-dismantling formwork internal layer, GRC non-dismantling formwork is connected with reinforcing bar by some built-in pre-buried rings, several times keel are provided with outside GRC non-dismantling formwork, secondary joist is externally connected with some main joists, the junction of main joist is fixedly connected with pad by bolt, longitudinally being connected by round steel pipe of main joist, the lower end of main joist is connected with bracing frame main joist, and bracing frame main joist has dish pin bracing frame.The beneficial effects of the utility model are: structure is simple, and construction easily, makes the reinforcing of the deformed bar concrete counterfort of application GRC facing template become possibility, improves the reliability of reinforcing; Decrease the generation of abnormal conditions during concreting.
Description
Technical field
The utility model relates to technical field of building construction, specifically, relates to a kind of bracing means of deformed bar concrete component.
Background technology
The reinforcement measure of coupled columns or beam in prior art, the mode of general conventional Screw arbor with nut at both-ends collocation steel pipe interlocking; Found by special concrete component (counterfort, arch frame post and the arch frame beam) construction to junction, Huhehaote State Highway Transportation hinge Bus Transportation east-comprehensive station affair building, traditional beam column reinforcement measure is also inapplicable: main cause is as follows:
1) the reinforcing bar amount of concrete component (counterfort, arch frame post and arch frame beam) is too large, and stirrup is crisscross close and numerous, and main muscle specification Large space is little, and cross section is not upright, and spacing can not be alignd, and above reason causes Screw arbor with nut at both-ends can not pass at all;
2) surface uses GRC glass fiber reinkorced concrete material to do clear-water concrete effect outside finish, can not have too many perforation and destroy, and must to ensure in casting process that template is perfectly safe and not be damaged, and then add difficulty of construction;
3) odd-shaped cross section reinforces difficulty, and cross section is irregular and load large, and the steel pipe reinforcement means reinforcing of common mode is unreliable, there is quality and potential safety hazard.
For the problem in correlation technique, at present effective solution is not yet proposed.
Utility model content
The purpose of this utility model is to provide a kind of bracing means of deformed bar concrete component, to overcome currently available technology above shortcomings.
The purpose of this utility model is achieved through the following technical solutions:
A kind of bracing means of deformed bar concrete component, comprise some concrete components being built-in with reinforcing bar, the cross sectional shape of described concrete component is regular hexagon, the skin of described concrete component is provided with the polyurethane foam insulation matched, described polyurethane foam insulation is sprayed on the outer field GRC non-dismantling formwork of described polyurethane foam insulation, described GRC non-dismantling formwork is connected with reinforcing bar by some built-in pre-buried rings, and be evenly provided with several times keel outside described GRC non-dismantling formwork, described secondary joist is externally connected with some main joists, the junction of described main joist is fixedly connected with pad by bolt, longitudinally being connected by round steel pipe of described main joist, and the lower end of described main joist is connected with bracing frame main joist, support frame as described above main joist has dish pin bracing frame.
Further, described concrete component comprises counterfort, arch frame post or arch frame beam.
Further, described concrete component is made up of the self-compacting concrete of particle diameter at 5-16mm, slump 260-280mm.
Further, described secondary joist is made up of the lumps of wood of 80 × 80mm.
Further, described main joist is made up of 14# i iron, and support frame as described above main joist is made up of 16# i iron.
A construction method for the bracing means of deformed bar concrete component, comprises the following steps:
Step 1: set up dish pin bracing frame to predetermined design elevation;
Step 2: lead in described dish pin bracing frame upper end and establish bracing frame main joist;
Step 3: choose qualified GRC non-dismantling formwork, at described GRC non-dismantling formwork internal layer even application polyurethane foam insulation;
Step 4: evenly lay several times keel in the outside of described GRC non-dismantling formwork, then lays the bed die of the GRC non-dismantling formwork designed in advance;
Step 5: along bed die trend, the main muscle of colligation and the described concrete component of welding and stirrup;
Step 6: after the reinforcement construction in described concrete component completes, covers the backform of pre-prepd GRC non-dismantling formwork, and is fixed on reinforcing bar by pre-buried ring by described GRC non-dismantling formwork;
Step 7: lay secondary joist, make its parallel described concrete component direction and solid matter in the outside of described GRC non-dismantling formwork;
Step 8: use jack be wound around by secondary joist and tie tight;
Step 9: use oxy arc to cut away a part frange plate of the main joist end head of reinforcing, so that two main joists connect split;
Step 10: use the main joist after step 9 processes to be surrounded by secondary joist, wherein, use the quantity of described main joist to determine according to the cross sectional shape of described concrete component;
Step 11: select appropriate location to punch on the web of two main joist intersections, inserting bolt is tightened, all adopts identical method to carry out connecting and composing a complete tie between described some main joists;
Step 12: use the steel pipe matched often will organize tie and longitudinally connect;
Step 13: unloading temperature pier jack, checks the imprecision position between main joist and secondary joist, use the sub-wedging of timber wedge.
Further, in described step 11, the main joist fitted bolt processed is reinforced and comprises the following steps:
Step 1: main joist six roots of sensation or more having been removed termination frange plate tightly surrounds described secondary joist;
Step 2: punched by the web of two main joist connecting portions, the bolt that insertion matches and shimming screw.
Further, described concrete component comprises counterfort, arch frame post and arch frame beam.
Further, described concrete component is made up of the self-compacting concrete of particle diameter at 5-16mm, slump 260-280mm.
Further, described secondary joist is made up of the lumps of wood of 80 × 80mm; Described main joist is made up of 14# i iron; Support frame as described above main joist is made up of 16# i iron.
The beneficial effects of the utility model are: this apparatus structure is simple, and construction easily, makes the reinforcing of the deformed bar concrete counterfort of application GRC facing template become possibility, effectively raises the reliability of reinforcing; Decrease the generation of abnormal conditions during concreting, saved repairing cost, achieve certain social benefit, be conducive to the propagation and employment in market.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the bracing means of a kind of deformed bar concrete component according to the utility model embodiment;
Fig. 2 is the structural representation of the concrete component according to the utility model embodiment;
Fig. 3 is the close-up schematic view at A place in Fig. 1;
Fig. 4 is the close-up schematic view at B place in Fig. 1;
Fig. 5 is the structural representation of the round steel pipe according to the utility model embodiment.
In figure:
1, concrete component; 2, polyurethane foam insulation; 3, GRC non-dismantling formwork; 4, pre-buried ring; 5, secondary joist; 6, main joist; 7, fixing bolt is added; 8, pin bracing frame is coiled; 9, bracing frame main joist; 10, round steel pipe.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of the utility model protection.
As Figure 1-5, the bracing means of a kind of deformed bar concrete component according to the utility model embodiment, comprise some concrete components 1 being built-in with reinforcing bar, cross sectional shape when described concrete component 1 is solid memder is regular hexagon, when described concrete component 1 be two or three component intersect time cross sectional shape be the irregular figure of gradual change, the skin of described concrete component 1 is provided with the polyurethane foam insulation 2 matched, described polyurethane foam insulation 2 is sprayed on the outer field GRC non-dismantling formwork 3 of described polyurethane foam insulation, described GRC non-dismantling formwork 3 is connected with reinforcing bar by some built-in pre-buried rings 4, play fixation, and be evenly provided with several times keel 5 outside described GRC non-dismantling formwork 3, described secondary joist 5 is externally connected with some main joists 6, the junction of described main joist 6 is fixedly connected with pad by bolt 7, the longitudinal direction of described main joist 6 is connected by round steel pipe 10, and the lower end of described main joist 6 is connected with bracing frame main joist 9, support frame as described above main joist 9 has dish pin bracing frame 8, the most top layer of wherein said concrete component 1 uses GRC non-dismantling formwork 3 as permanent clear water effect facing.
Described concrete component 1 comprises counterfort, arch frame post and arch frame beam; Described concrete component 1 is made up of the self-compacting concrete of particle diameter at 5-16mm, slump 260-280mm; Described secondary joist 5 is made up of the lumps of wood of 80 × 80mm; Described main joist 6 is made up of 14# i iron, and support frame as described above main joist 9 is made up of 16# i iron.
A construction method for the bracing means of deformed bar concrete component, comprises the following steps:
Step 1: set up dish pin bracing frame 8 to predetermined design elevation;
Step 2: lead in described dish pin bracing frame 8 upper end and establish bracing frame main joist 9;
Step 3: choose qualified GRC non-dismantling formwork 3, at described GRC non-dismantling formwork 3 internal layer even application polyurethane foam insulation 2;
Step 4: evenly lay several times keel 5 in the outside of described GRC non-dismantling formwork 3, then lays the bed die of the GRC non-dismantling formwork 3 designed in advance;
Step 5: along bed die trend, the main muscle of colligation and the described concrete component 1 of welding and stirrup;
Step 6: after the reinforcement construction in described concrete component 1 completes, covers the backform of pre-prepd GRC non-dismantling formwork 3, and is fixed on reinforcing bar by pre-buried ring 4 by described GRC non-dismantling formwork 3;
Step 7: lay secondary joist 5, make its parallel described concrete component 1 direction and solid matter in the outside of described GRC non-dismantling formwork 3;
Step 8: use jack be wound around by secondary joist 5 and tie tight;
Step 9: use oxy arc to cut away a part, so that two main joists 6 connect split the frange plate of main joist 6 end head of reinforcing;
Step 10: use the main joist 6 after step 9 processes to be surrounded by secondary joist 5, wherein, use the quantity of described main joist 6 to determine according to the cross sectional shape of described concrete component 1;
Step 11: select appropriate location to punch on the web of two main joist 6 intersections, inserting bolt 7 is tightened, all adopts identical method to carry out connecting and composing a complete tie between described some main joists 6;
Step 12: use the steel pipe matched often will organize tie and longitudinally connect;
Step 13: unloading temperature pier jack, checks the imprecision position between main joist 6 and secondary joist 5, use the sub-wedging of timber wedge.
In described step 11, main joist 6 fitted bolt 7 processed is reinforced and comprises the following steps:
Step 1: the main joist 6 six roots of sensation or more having been removed termination frange plate tightly surrounds described secondary joist 5;
Step 2: punched by the web of two main joist 6 connecting portions, the bolt 7 that insertion matches and shimming screw.
Described concrete component 1 comprises counterfort, arch frame post and arch frame beam; Described concrete component 1 is made up of the self-compacting concrete of particle diameter at 5-16mm, slump 260-280mm; Described secondary joist 5 is made up of the lumps of wood of 80 × 80mm; Described main joist 6 is made up of 14# i iron; Support frame as described above main joist 9 is made up of 16# i iron.
During embody rule, by the bracing means of application GRC non-dismantling formwork 3 as the concrete component 1 of the odd-shaped cross section of permanent alien invasion in the utility model, comprising the bracing means to steel concrete arch post, described steel concrete arch post is the concrete arch springing of the main steel arch pipe of layer Steel Structure, be hexagonal reinforced concrete arch frame beam lateral connection by cross section between counterfort and counterfort, the crossed node place of counterfort and arch frame beam, there is one to encircle frame post as oblique support column, support oblique counterfort.
Counterfort is not merely longitudinal have radian, laterally also there is angle of inclination; One group of counterfort to be two cross sections be hexagonal steel concrete counterfort is close, crossing, the moulding that is separated slowly, is not hexagon crest line simple intersection in intersection, but has done phase top-stitching and relax process; Arch frame beam is regular hexagon reinforced concrete beam, and the moulded of arch frame post playing skewed horizontal load effect has two kinds, and be respectively " X " shape and " Y " shape, bottom is dropped on frame post cushion cap, upper support one group of counterfort; Steel concrete counterfort, arch frame post and arch frame beam are and expose component, and according to designing requirement, visual concrete component is clear-water concrete effect.
For ensureing superior making and the clear-water concrete effect of odd-shaped cross section counterfort, alien invasion adopt GRC material to do template is double does clear water outside finish; Bury pre-buried ring 4 underground in described GRC non-dismantling formwork 3, fixed by the reinforcing bar of itself and counterfort, arch frame post and arch frame beam are position, indoor and outdoors boundary, and insulation is built in GRC non-dismantling formwork 3; The regular hexagonal section length of side of counterfort is 981mm, and the regular hexagonal section length of side of arch frame beam is 841mm, and cross section is comparatively large, and outside uses reinforcing tie of the present utility model effectively to reinforce, and ensures quality and the safety of concreting.
A kind of GRC of application material that the utility model embodiment proposes is further improvement of existing technologies as the construction method of the bracing means of the deformed bar concrete component of facing non-dismantling formwork, and concrete improvement is as follows:
1) solve Screw arbor with nut at both-ends reinforcing and can not lead to the problem of wearing, perforate when avoiding GRC formwork reinforcement destroys, and ensure that perfect alien invasion effect;
Enclose hoop outside service-strong, in outside, secondary joist 5 is surrounded, thus by formwork reinforcement, solve the problem that Screw arbor with nut at both-ends can not be used to reinforce.
2) the reinforcing integrity problem of the special-shaped heavy in section reinforced concrete member 1 adopting GRC non-dismantling formwork 3 is solved;
By the large i iron of rigidity as main joist 6, and use bolt 7 to screw connection, ensure that reinforcing reliability, guarantee quality and the safety of concreting.
3) solve later stage repairing and pick the time-consuming problem of cutter;
In order to ensure the clear-water concrete effect of alien invasion, taking reliable reinforcement measure during reinforcing, avoiding in casting process the problem such as mould, spillage that rises, one-shot forming, cutter is picked in the repairing reducing the later stage, also ensure that good appearance effect.
The main beneficial effect that the utility model brings is as follows:
One, quality and benifit
The emphasis optimized solves not by adopting the reinforcing problem of the special-shaped heavy in section concrete component 1 of GRC non-dismantling formwork 3, and guarantee strengthening quality, the Be very effective after optimization, makes a concrete analysis of as follows:
1) changing reinforcing mode, providing effective Scheme of Strengthening of the special-shaped heavy in section concrete component by adopting GRC non-dismantling formwork 3, make to become possibility to the reinforcing of the special-shaped heavy in section concrete component 1 adopting GRC non-dismantling formwork 3;
2) the peripheral i iron of service-strong closes hoop, is surrounded by secondary joist 5, thus by formwork reinforcement, avoid the destruction of clear-water concrete effect alien invasion effect in outside;
3) i iron taking rigidity large when reinforcing also by the reliable reinforcement measure that bolt 7 connects, avoids in casting process the problem such as mould, spillage that rises, one-shot forming, and cutter is picked in the repairing reducing the later stage.
Two, social benefit
1) in the quality policy of " project of vital and lasting importance; quality first ", guarantee that workmanship is the most important thing of engineering construction, and be the effective reinforcing in order to the special-shaped heavy in section concrete component 1 to employing GRC non-dismantling formwork 3 for the emphasis optimized, thus ensure the pouring quality of concrete component 1, be the attitude that engineering is responsible for;
2) in the people's livelihood engineering of Government-Leading, under the severe situation that duration tight task is heavy, how to guarantee both quality and quantity, pay and safe coming into operation on time, being that we cash the most basic content of contract promise, is also the social responsibility that building people must have; The reinforcement measure of this project to the special-shaped heavy in section concrete component 1 adopting GRC non-dismantling formwork 3 is improved, ensure that the topmost concrete component of station (counterfort, arch frame post and arch frame beam) one-shot forming smoothly, avoid secondary to pick cutter to repair, beautiful appearance, Fast Practical;
3) optimization of special-shaped heavy in section concrete component 1 reinforcement measure of GRC non-dismantling formwork 3 is adopted also to have popularizing action, the design pursuing the clear-water concrete effect of nature honesty becomes more and more popular, the moulding of modern architecture is also more and more diversified, the reinforced concrete structure of odd-shaped cross section also can get more and more, similar construction method can be adopted to construct, to meet the needs of duration, quality, environmental protection and saving material.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. the bracing means of a deformed bar concrete component, comprise some concrete components (1) being built-in with reinforcing bar, it is characterized in that, the cross sectional shape of described concrete component (1) is regular hexagon, the skin of described concrete component (1) is provided with the polyurethane foam insulation (2) matched, described polyurethane foam insulation (2) is sprayed on the outer field GRC non-dismantling formwork (3) of described polyurethane foam insulation, described GRC non-dismantling formwork (3) is connected with reinforcing bar by some built-in pre-buried rings (4), and described GRC non-dismantling formwork (3) outside is evenly provided with several times keel (5), described secondary joist (5) is externally connected with some main joists (6), the junction of described main joist (6) is fixedly connected with pad by bolt (7), the longitudinal direction of described main joist (6) is connected by round steel pipe (10), and the lower end of described main joist (6) is connected with bracing frame main joist (9), support frame as described above main joist (9) has dish pin bracing frame (8).
2. the bracing means of deformed bar concrete component according to claim 1, is characterized in that, described concrete component (1) comprises counterfort, arch frame post or arch frame beam.
3. the bracing means of deformed bar concrete component according to claim 2, is characterized in that, described concrete component (1) is made up of the self-compacting concrete of particle diameter at 5-16mm, slump 260-280mm.
4. the bracing means of deformed bar concrete component as claimed in any of claims 1 to 3, is characterized in that, described secondary joist (5) is made up of the lumps of wood of 80 × 80mm.
5. the bracing means of deformed bar concrete component as claimed in any of claims 1 to 3, is characterized in that, described main joist (6) is made up of 14# i iron, and support frame as described above main joist (9) is made up of 16# i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420722270.9U CN204282855U (en) | 2014-11-26 | 2014-11-26 | A kind of bracing means of deformed bar concrete component |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420722270.9U CN204282855U (en) | 2014-11-26 | 2014-11-26 | A kind of bracing means of deformed bar concrete component |
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| CN204282855U true CN204282855U (en) | 2015-04-22 |
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| CN201420722270.9U Expired - Fee Related CN204282855U (en) | 2014-11-26 | 2014-11-26 | A kind of bracing means of deformed bar concrete component |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453270A (en) * | 2014-11-26 | 2015-03-25 | 中铁城建集团北京工程有限公司 | Reinforcing device for special-shaped steel reinforced concrete member and construction method |
| CN114182885A (en) * | 2021-12-23 | 2022-03-15 | 中城建(福建)建筑设计研究院有限公司 | Prestressed beam resisting wind suction force |
-
2014
- 2014-11-26 CN CN201420722270.9U patent/CN204282855U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453270A (en) * | 2014-11-26 | 2015-03-25 | 中铁城建集团北京工程有限公司 | Reinforcing device for special-shaped steel reinforced concrete member and construction method |
| CN104453270B (en) * | 2014-11-26 | 2016-08-24 | 中铁城建集团北京工程有限公司 | The bracing means of a kind of deformed bar concrete component and construction method |
| CN114182885A (en) * | 2021-12-23 | 2022-03-15 | 中城建(福建)建筑设计研究院有限公司 | Prestressed beam resisting wind suction force |
| CN114182885B (en) * | 2021-12-23 | 2022-12-13 | 中城建(福建)建筑设计研究院有限公司 | Prestressed beam resisting wind suction force |
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| TR01 | Transfer of patent right |
Effective date of registration: 20151225 Address after: 100024 Beijing city Chaoyang District Changying Township Gaoantun road center Patentee after: BEIJING ENGINEERING COMPANY LIMITED OF CHINA RAILWAY URBAN CONSTRUCTION GROUP Patentee after: Zhong Tie ChengJian Group Co., Ltd Address before: 100024 Beijing city Chaoyang District Changying Township Gaoantun road center Patentee before: BEIJING ENGINEERING COMPANY LIMITED OF CHINA RAILWAY URBAN CONSTRUCTION GROUP |
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| CF01 | Termination of patent right due to non-payment of annual fee |