CN102587580A - Slide-in beam column node spiral hoop and construction method - Google Patents
Slide-in beam column node spiral hoop and construction method Download PDFInfo
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- CN102587580A CN102587580A CN201210077895XA CN201210077895A CN102587580A CN 102587580 A CN102587580 A CN 102587580A CN 201210077895X A CN201210077895X A CN 201210077895XA CN 201210077895 A CN201210077895 A CN 201210077895A CN 102587580 A CN102587580 A CN 102587580A
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- helical form
- stirrup
- column node
- vertical muscle
- form stirrup
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Abstract
The invention relates to a slide-in beam column node spiral hoop and a construction method. The slide-in beam column node spiral hoop is characterized by comprising spiral hoop ribs which are continuously poured on column longitudinal ribs. Slide location fasteners are arranged at the connection positions of the spiral hoop ribs and the column longitudinal ribs, and tying buckles are tied between the slide location fasteners and the spiral hoop ribs. The slide-in beam colum bode spiral hoop has the advantages of being accurate in location, simple in manufacturing, capable of saving labor, convenient in quality check, capable of improving structure quality and the like. The construction method can save work time and improves construction efficiency and quality.
Description
Technical field
The present invention relates to technical field of building construction, especially a kind of formula bean column node spiral hoop and job practices thereof of slipping into.
Background technology
In the superstructure of reinforced concrete frame structure, the stressed maximum at bean column node place.In order to strengthen concrete core intensity, encrypt the setting of stirrup usually at the bean column node place.Current engineering construction practice is to prop up beam forms earlier, and beam steel colligation one-tenth is whole in length and breadth on beam forms then, it is slipped in the beam forms again, the last tie muscle at colligation bean column node place again.The tie muscle at colligation bean column node place under the situation of beam steel in length and breadth as above has been installed in beam form, because the space is narrow, manual colligation will be accomplished the quantity foot, and the position is difficulty very accurately.Also taked other multiple measure in the engineering practice, if any stirrup be divided into earlier weld again after two and half hoops are installed, this method is not only time-consuming takes material but also work with torches is dangerous; The template at the bean column node place that has is reserved the hole is installed, though make things convenient for the installation of stirrup, secondary complementary modulus recruitment materials increase, and if the careless slightly quality accident that will produce the quick-fried mould of concreting of complementary modulus operation.
Summary of the invention
In order to solve the problems of the technologies described above, the present invention provides a kind of formula bean column node spiral hoop and job practices thereof of slipping into, and the formula bean column node spiral hoop that slips into of the present invention has accurate positioning, and is affected simple, saves manpower, and quality inspection is convenient, improves advantages such as architecture quality.This job practices helps saving man-hour, improves efficiency of construction and construction quality.
A technical scheme of the present invention is: a kind of formula bean column node spiral hoop that slips into; Comprise continuously and indulge the helical form stirrup on the muscle at post around the home; The junction of the vertical muscle of said helical form stirrup and post is provided with the location fastener that slides, and is banded with to prick between said slip location fastener and the helical form stirrup and buckles.
In a preferred embodiment, above-mentioned slip location fastener comprises that one is used to buckle the arc section and the straightway that is used for buckleing with helical form stirrup colligation bundle in the vertical muscle periphery of post, and said straightway is connected two sides of arc section.
In a preferred embodiment, above-mentioned arc section is 1/4 arc section.
In another preferred embodiment, above-mentioned arc section is 1/2 arc section.
In a preferred embodiment, above-mentioned straightway is provided with and is used for locating the arc surface that cooperates with the helical form stirrup.
In a preferred embodiment, the cross section of above-mentioned helical form stirrup is triangle, rectangle, circle or polygon.
In a preferred embodiment, above-mentioned helical form stirrup is a multi-spiral shape stirrup.
In a preferred embodiment, above-mentioned multi-spiral shape stirrup is identical by at least two kinds shape of cross section, but the different helical form stirrup of cross sectional dimensions constitutes.
In another preferred embodiment, above-mentioned multi-spiral shape stirrup is constituted by at least two kinds shape of cross section helical form stirrup inequality.
A technical scheme of the present invention is: a kind of job practices that slips into formula bean column node spiral hoop, carry out according to the following steps:
(1), in processing factory, processes helical form stirrup and supporting with it slip location fastener according to the engineering design requirement;
(2) transport the helical form stirrup and the location fastener that slides to job site;
(3) above template, the helical form stirrup is sleeved on the vertical muscle of post, and locatees fastener in intersection's colligation slip of helical form stirrup and the vertical muscle of post;
(4) above beam forms, arrange the vertical muscle of beam, and bind, make the vertical muscle accurate positioning of helical form stirrup and beam firm at the colligation point of helical form stirrup and the vertical muscle of beam;
(5) beam is indulged muscle in falling into beam forms; Drive simultaneously in the template that the helical form stirrup slips into the vertical muscle of post downwards; Slip into the back and again the helical form stirrup is carried out colligation, can solve the vertical muscle cloth postpone of beam mentioned in the background technology, tie muscle colligation difficult technologies problem with regard to not needing.
Vertical height of above-mentioned helical form stirrup is identical with the height of bean column node.
Vertical height of above-mentioned helical form stirrup equates with the height of bean column node and encrypted section height sum thereof.
Compared with prior art, the present invention is simple in structure, and is economical and practical; Both sides through at aluminium strip semiproduct discharge roller are provided with cutter, when the aluminium strip discharging, just with the excision of the leftover pieces of aluminium strip, simultaneously the leftover pieces that downcut are pulverized and collection and treatment, guaranteed to produce efficiently, carry out fast.This job practices helps saving man-hour, improves efficiency of construction; Post is indulged accurate positionings such as muscle, the vertical muscle of beam and stirrup, helps improving construction quality.
Description of drawings
Fig. 1 is the formula that the slips into bean column node spiral hoop master TV structure sketch map of embodiment.
Fig. 2 is the formula that the slips into bean column node spiral hoop plan structure sketch map of embodiment.
Fig. 3 is the local enlarged diagram at A place among Fig. 2.
Fig. 4 is the local enlarged diagram at B place among Fig. 2.
Fig. 5 be among Fig. 3 C to sketch map.
Fig. 6 is the leg-of-mutton formula bean column node spiral hoop plan structure sketch map that slips into for cross section.
Fig. 7 is the pentagonal formula bean column node spiral hoop plan structure sketch map that slips into for cross section.
Fig. 8 is the circular formula that slips into bean column node spiral hoop plan structure sketch map for cross section.
Fig. 9 is the plan structure sketch map of the multi-spiral shape stirrup of same cross-sectional shape.
Figure 10 is the plan structure sketch map of the multi-spiral shape stirrup of varying cross-section shape.
Figure 11 is the plan structure sketch map of multi-spiral shape stirrup.
Among the figure: 1 is the helical form stirrup; 11 corners; 12 is the angled straight lines section; 2 are the vertical muscle of post; 3 are the location fastener that slides; 31 is arc section; 32 is straightway; 33 is arc surface; 4 for pricking button.
The specific embodiment
For letting the above-mentioned feature and advantage of the present invention can be more obviously understandable, hereinafter is special lifts embodiment, and conjunction with figs., elaborates as follows.
Please refer to Fig. 1-10; The formula bean column node spiral hoop that slips into of the present invention; Comprise continuously and indulge the helical form stirrup 1 on the muscle at post around the home, said helical form stirrup 1 is provided with the location fastener 3 that slides with the junction of the vertical muscle 2 of post, and said slip is located to be banded with between fastener 3 and the helical form stirrup 1 to prick and buckled 4.
Please refer to Fig. 3-5, in a preferred embodiment, above-mentioned slip location fastener 3 comprises that one is used to buckle the arc section 31 and the straightway 32 that is used for buckleing with helical form stirrup 1 colligation bundle in the vertical muscle periphery of post, and said straightway 32 is connected two sides of arc section 31.
Please refer to Fig. 3, in a preferred embodiment, above-mentioned arc section is 1/4 arc section, and the slip location fastener 3 of the type is mainly used in the corner 11 of the approximate right angle of helical form stirrup 1.
Please refer to Fig. 4, in another preferred embodiment, above-mentioned arc section is 1/2 arc section, and the slip location fastener 3 of the type is mainly used on the angled straight lines section 12 of helical form stirrup 1.
Please refer to Fig. 5, in a preferred embodiment, above-mentioned straightway 32 is provided with and is used for locating the arc surface 33 that cooperates with helical form stirrup 1.
Please refer to Fig. 6-10, in a preferred embodiment, the cross section of above-mentioned helical form stirrup 1 is triangle, rectangle, circle or polygon.
Please refer to Fig. 9-10, in a preferred embodiment, above-mentioned helical form stirrup 1 is a multi-spiral shape stirrup.
Please refer to Fig. 9, in a preferred embodiment, above-mentioned multi-spiral shape stirrup is identical by at least two kinds shape of cross section, but the different helical form stirrup of cross sectional dimensions constitutes.
Please refer to Figure 10, in another preferred embodiment, above-mentioned multi-spiral shape stirrup is constituted by at least two kinds shape of cross section helical form stirrup inequality.
A technical scheme of the present invention is: a kind of job practices that slips into formula bean column node spiral hoop, carry out according to the following steps:
(1), in processing factory, processes helical form stirrup and supporting with it slip location fastener according to the engineering design requirement;
(2) transport the helical form stirrup and the location fastener that slides to job site;
(3) above template, the helical form stirrup is sleeved on the vertical muscle of post, and locatees fastener in intersection's colligation slip of helical form stirrup and the vertical muscle of post;
(4) above beam forms, arrange the vertical muscle of beam, and bind, make the vertical muscle accurate positioning of helical form stirrup and beam firm at the colligation point of helical form stirrup and the vertical muscle of beam;
(5) beam is indulged muscle in falling into beam forms; Drive simultaneously in the template that the helical form stirrup slips into the vertical muscle of post downwards; Slip into the back and again the helical form stirrup is carried out colligation, can solve the vertical muscle cloth postpone of beam mentioned in the background technology, tie muscle colligation difficult technologies problem with regard to not needing.
Vertical height of above-mentioned helical form stirrup is identical with the height of bean column node.
Vertical height of above-mentioned helical form stirrup equates with the height of bean column node and encrypted section height sum thereof.
The present invention does not limit to above-mentioned preferred forms, and anyone can draw other various forms of products under enlightenment of the present invention.All equalizations of doing according to claim of the present invention change and modify, and all should belong to covering scope of the present invention.
Claims (9)
1. one kind is slipped into formula bean column node spiral hoop; It is characterized in that: comprise continuously the helical form stirrup on the vertical muscle of post around the home; The junction of the vertical muscle of said helical form stirrup and post is provided with the location fastener that slides, and is banded with to prick between said slip location fastener and the helical form stirrup and buckles.
2. the formula bean column node spiral hoop that slips into according to claim 1; It is characterized in that: said slip location fastener comprises that one is used to buckle the arc section and the straightway that is used for buckleing with helical form stirrup colligation bundle in the vertical muscle periphery of post, and said straightway is connected two sides of arc section.
3. the formula bean column node spiral hoop that slips into according to claim 2 is characterized in that: said arc section is 1/4 arc section or 1/2 arc section.
4. the formula bean column node spiral hoop that slips into according to claim 2 is characterized in that: said straightway is provided with and is used for locating the arc surface that cooperates with the helical form stirrup.
5. the formula bean column node spiral hoop that slips into according to claim 1, it is characterized in that: the cross section of said helical form stirrup is triangle, rectangle, circle or polygon.
6. according to claim 1 or the 5 described formula bean column node spiral hoops that slip into, it is characterized in that: said helical form stirrup is a multi-spiral shape stirrup.
7. the formula bean column node spiral hoop that slips into according to claim 6 is characterized in that: said multi-spiral shape stirrup is identical by at least two kinds shape of cross section, but the different helical form stirrup of cross sectional dimensions constitutes.
8. the formula bean column node spiral hoop that slips into according to claim 6 is characterized in that: said multi-spiral shape stirrup is constituted by at least two kinds shape of cross section helical form stirrup inequality.
9. a job practices that slips into formula bean column node spiral hoop is characterized in that, carries out according to the following steps:
(1), in processing factory, processes helical form stirrup and supporting with it slip location fastener according to the engineering design requirement;
(2) transport the helical form stirrup and the location fastener that slides to job site;
(3) above template, the helical form stirrup is sleeved on the vertical muscle of post, and locatees fastener in intersection's colligation slip of helical form stirrup and the vertical muscle of post;
(4) above beam forms, arrange the vertical muscle of beam, and bind, make the vertical muscle accurate positioning of helical form stirrup and beam firm at the colligation point of helical form stirrup and the vertical muscle of beam;
(5) with the vertical muscle of beam in falling into beam forms, drive simultaneously in the template that the helical form stirrup slips into the vertical muscle of post downwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210077895.XA CN102587580B (en) | 2012-03-22 | 2012-03-22 | Slide-in beam column node spiral hoop and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210077895.XA CN102587580B (en) | 2012-03-22 | 2012-03-22 | Slide-in beam column node spiral hoop and construction method thereof |
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| CN102587580A true CN102587580A (en) | 2012-07-18 |
| CN102587580B CN102587580B (en) | 2015-08-26 |
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| CN201210077895.XA Expired - Fee Related CN102587580B (en) | 2012-03-22 | 2012-03-22 | Slide-in beam column node spiral hoop and construction method thereof |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652701A (en) * | 2014-12-31 | 2015-05-27 | 山东建筑大学 | Rectangular-section steel-bar framework with variable-pitch continuous stirrups and forming method of rectangular-section steel-bar framework |
| CN107489226A (en) * | 2017-09-22 | 2017-12-19 | 辽宁工业大学 | A kind of tencel muscle sea sand concrete columns and its construction method |
| CN109137892A (en) * | 2017-06-28 | 2019-01-04 | 五冶集团上海有限公司 | A kind of fabrication of reinforcing cage method of bored concrete pile |
| CN109736451A (en) * | 2019-03-15 | 2019-05-10 | 中建六局建设发展有限公司 | A kind of stirrup skeleton and its applied to the construction method in bean column node ciphering process |
| CN112031280A (en) * | 2020-09-09 | 2020-12-04 | 福州鼓楼纹英建筑工程有限责任公司 | Slidable position-controlling fastener for steel bar lapping |
| CN113622682A (en) * | 2021-09-02 | 2021-11-09 | 北京建筑大学 | Sliding pad for assisting in moving stirrups in reinforcement binding process and application |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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| CA2039437A1 (en) * | 1991-03-11 | 1992-09-12 | Craig M. Hughes | Positioning apparatus for embedding items in concrete |
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| CN201206301Y (en) * | 2008-03-14 | 2009-03-11 | 黄种玉 | Connecting fastening of crossing wire |
| CN201241427Y (en) * | 2008-07-30 | 2009-05-20 | 贵州大学 | Positioner of reinforcing steel bar or hoop reinforcement for reinforced concrete construction |
| CN202483080U (en) * | 2012-03-22 | 2012-10-10 | 福州市第三建筑工程公司 | Slip-in type beam-column joint spiral hoop |
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2012
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Patent Citations (5)
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|---|---|---|---|---|
| CA2039437A1 (en) * | 1991-03-11 | 1992-09-12 | Craig M. Hughes | Positioning apparatus for embedding items in concrete |
| CN2142479Y (en) * | 1992-09-11 | 1993-09-22 | 刘捷 | Punch mould used for fastening cross reinforcing bars |
| CN201206301Y (en) * | 2008-03-14 | 2009-03-11 | 黄种玉 | Connecting fastening of crossing wire |
| CN201241427Y (en) * | 2008-07-30 | 2009-05-20 | 贵州大学 | Positioner of reinforcing steel bar or hoop reinforcement for reinforced concrete construction |
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Non-Patent Citations (1)
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| 肖纹篯: "梁、柱中采用螺旋箍筋的施工工艺", 《建筑施工》, vol. 16, no. 5, 30 September 1994 (1994-09-30), pages 19 - 21 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652701A (en) * | 2014-12-31 | 2015-05-27 | 山东建筑大学 | Rectangular-section steel-bar framework with variable-pitch continuous stirrups and forming method of rectangular-section steel-bar framework |
| CN104652701B (en) * | 2014-12-31 | 2017-01-18 | 山东建筑大学 | Forming method of rectangular-section steel-bar framework with variable-pitch continuous stirrups |
| CN109137892A (en) * | 2017-06-28 | 2019-01-04 | 五冶集团上海有限公司 | A kind of fabrication of reinforcing cage method of bored concrete pile |
| CN107489226A (en) * | 2017-09-22 | 2017-12-19 | 辽宁工业大学 | A kind of tencel muscle sea sand concrete columns and its construction method |
| CN109736451A (en) * | 2019-03-15 | 2019-05-10 | 中建六局建设发展有限公司 | A kind of stirrup skeleton and its applied to the construction method in bean column node ciphering process |
| CN109736451B (en) * | 2019-03-15 | 2024-02-23 | 中建六局建设发展有限公司 | Stirrup framework and construction method thereof applied to beam column joint encryption process |
| CN112031280A (en) * | 2020-09-09 | 2020-12-04 | 福州鼓楼纹英建筑工程有限责任公司 | Slidable position-controlling fastener for steel bar lapping |
| CN113622682A (en) * | 2021-09-02 | 2021-11-09 | 北京建筑大学 | Sliding pad for assisting in moving stirrups in reinforcement binding process and application |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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| CN102587580B (en) | 2015-08-26 |
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