CN105544742A - Side column node connection structure of fabricated circular steel tube concrete special-shaped column and construction method of side column node connection structure - Google Patents
Side column node connection structure of fabricated circular steel tube concrete special-shaped column and construction method of side column node connection structure Download PDFInfo
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- CN105544742A CN105544742A CN201610095725.2A CN201610095725A CN105544742A CN 105544742 A CN105544742 A CN 105544742A CN 201610095725 A CN201610095725 A CN 201610095725A CN 105544742 A CN105544742 A CN 105544742A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 91
- 239000010959 steel Substances 0.000 title claims abstract description 91
- 239000004567 concrete Substances 0.000 title claims abstract description 79
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 210000003205 muscle Anatomy 0.000 claims description 44
- 239000011150 reinforced concrete Substances 0.000 claims description 41
- 239000011440 grout Substances 0.000 claims description 17
- 238000011065 in-situ storage Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 12
- 238000007493 shaping process Methods 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 229910000679 solder Inorganic materials 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 2
- 210000002435 tendon Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000013507 mapping Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a side column node connection structure of a fabricated circular steel tube concrete special-shaped column and a construction method of the side column node connection structure. A side column of a special-shaped column is a T-type steel bar concrete prefabricated part, circular steel tube concrete columns are arranged in the side column of the special-shaped column and are connected into a whole through batten plates, and grouting sleeves welded at the upper parts of the circular steel tube concrete columns serve as connection nodes of columns; a steel bar concrete beam is a semi-prefabricated superposed beam, the lower part of the steel bar concrete beam is prefabricated in a factory and the upper part of the steel bar concrete beam is a post-pouring part connected with a part of cast-in-place floor; A-type connectors are welded to outer arms of the circular steel tube concrete columns; B-type connectors are welded on the batten plates; lower main ribs of the steel bar concrete beam are fixedly connected with the A-type connectors, upper main ribs of the steel bar concrete beam are fixedly connected with the B-type connectors, and the A-type connectors and the B-type connectors constitute beam and column connection nodes. With the adoption of the side column node connection structure and the construction method, the connection problem of a fabricated structure column and column nodes and the beam-column node connection problem are solved, and the characteristics that the circular steel tube concrete special-shaped column structure has a good anti-seismic property and saves space can be fully used.
Description
Technical field
The present invention relates to assembly concrete-filled steel tube special-shaped column structure, specifically a kind of assembling concrete filled steel tube hetermorphiscal column side column node connecting structure and construction method thereof.
Background technology
At present, country carries out green building and housing industrialization energetically, therefore fabricated construction receives increasing concern, assembly concrete-filled steel tube special-shaped column structure is a kind of building types meeting modern designing idea and national policy, but node connectivity problem then becomes the key issue of its fast development of restriction, therefore it is necessary for carrying out studying with innovating to assembly concrete-filled steel tube node connected mode and construction method, and special-shaped column structure is applied to concentrating type high residential building, the problem that pillar protrudes metope can be solved.
Summary of the invention
The present invention aims to provide a kind of assembling concrete filled steel tube hetermorphiscal column side column node connecting structure and construction method thereof, effectively to solve the key issue that post is connected with Column border node, bean column node, good, the space-saving characteristic of concrete filled steel tube special-shaped column structure anti-seismic performance can be given full play to, for the reliable connection of assembling hetermorphiscal column node provides a kind of construction method simultaneously.
The present invention solves its technical problem, and the technical scheme of employing is:
A kind of assembling concrete filled steel tube hetermorphiscal column side column node connecting structure, comprises hetermorphiscal column side column, reinforced concrete beam;
Hetermorphiscal column side column is T-shaped reinforced concrete precast member, concrete-filled circular steel tube column is furnished with in hetermorphiscal column side column, batten plate by being spaced layout between concrete-filled circular steel tube column connects as a whole, concrete-filled circular steel tube column upper weld grout sleeve, grout sleeve forms the connected node of post and post;
Reinforced concrete beam is half prefabricated superposed type beam, and bottom is prefabrication, and top is water part after being connected with part cast-in-situ floor;
The steel pipe outer arm of concrete-filled circular steel tube column welds A type connector, upper stay plate between concrete-filled circular steel tube column welds Type B connector, the main muscle in bottom of reinforced concrete beam is fixedly connected with A type connector, the main muscle in top of reinforced concrete beam is fixedly connected with Type B connector, and A type connector, Type B connector form the connected node of post and beam.
The construction method of above-mentioned assembling concrete filled steel tube hetermorphiscal column side column node connecting structure, comprises the steps:
(1) factorial praluction prefabricated units: concrete-filled circular steel tube column and build shaping shaped rc columns side column, half prefabricated superposed type beam steel concrete beam is prefabricated in the factory respectively, and then is transported to job site;
(2) connected node of post and beam is constructed: be placed in by main for the bottom of reinforced concrete beam muscle in the preformed groove of A type connector of lower floor's hetermorphiscal column side column, the main muscle in top is placed in the preformed hole of the Type B connector of lower floor's hetermorphiscal column side column, the position of adjustment reinforced concrete beam and distance, then lock the nut on the main muscle in bottom and the main muscle in top, the main muscle of the main muscle in the bottom of reinforced concrete beam and top is locked with A type connector and Type B connector respectively; Install the template of ater-casting and cast-in-situ floor, and lay cast-in-situ floor reinforcing bar, then water part and floorslab concrete behind pouring reinforcement concrete beam top, reach until cast-in-situ concrete the connected node carrying out post and post after some strength and construct;
(3) connected node of post and post is constructed: insert in the grout sleeve at lower floor's hetermorphiscal column side column top by the concrete-filled circular steel tube column end of upper strata hetermorphiscal column side column bottom protrusion, the height of adjustment upper strata hetermorphiscal column side column and horizontal level also carry out supporting, then to placing grouting material in the grout sleeve at lower floor's hetermorphiscal column side column top, reach after some strength until grouting material, install horizontal joint template, and placing High Strength Non-shrinking Filling Material, reach after some strength until grouting material, continue construction.
Adopt the present invention of technique scheme, compared with prior art, its outstanding feature is:
(1) connected node of the post adopted and post, post and the connected node of beam all have and are connected reliable, easy construction, lower-cost feature, for assembling concrete filled steel tube special-shaped column structure provides condition better in housing industrialization development.
(2) node connector of post and post, post and beam, can ensure that precast beam is accurately in place, can form again effective connection and fixation.
The application of (3) half prefabricated superposed type reinforced concrete beams, can make cast-in-situ floor reinforcement placement more flexible, can ensure effective connection of beam slab, again can the anchor bar that is connected with precast floor slab of flexible arrangement.
(4) need the work of welding all to complete in precasting yard, the wet type connected mode that the connection of built-up member all adopts, so just effectively can avoid the qualitative problems of construction because welding quality difference causes.
As preferably, the present invention further technical scheme is:
Batten plate is by steel plate machine-shaping, and batten plate thickness and length are determined according to the spacing of concrete-filled circular steel tube column, and batten plate is welded and fixed with the steel pipe outer arm of the concrete-filled circular steel tube column at two ends in vertical layout.
A type connector is by steel plate machine-shaping, comprise base plate and supporting vertical plate, supporting vertical plate is welded on the outboard end of base plate, be connected by circular arc solder side between the medial extremity of base plate and the steel pipe outer arm of concrete-filled circular steel tube column, supporting vertical plate be provided with the preformed groove of the main muscle in the bottom snapping in reinforced concrete beam.By such structure, can ensure that the accuracy of reinforced concrete beam position plays again connection and fixation.
Type B connector is by steel plate machine-shaping, comprise lower support plate and upper support board, fixing bottom lower support plate is welded on batten plate, and upper support board is welded on lower support plate, and upper support board both sides are provided with the preformed hole of the main muscle in the top snapping in reinforced concrete beam.
The end of the main muscle of the main muscle in bottom and top of reinforced concrete beam is provided with the hitch of certain distance, and assembling nut buckled by cover, and the main muscle of the main muscle in bottom and top is locked with A type connector and Type B connector respectively by nut.
Optimized structure by above-mentioned, batten plate can ensure the effective connection between concrete-filled circular steel tube column, improves the bulk strength of hetermorphiscal column side column body; Bean column node adopts two kinds of special connectors to be connected with steel core concrete column by beam main tendon, and fixes prefabricated beam main tendon with nut, can ensure that the accuracy of beam position plays again connection and fixation.
Accompanying drawing explanation
Fig. 1 is the hetermorphiscal column side column structural representation of the embodiment of the present invention;
Fig. 2 is the reinforced concrete beam structural representation of the embodiment of the present invention;
Fig. 3 is hetermorphiscal column side column and the reinforced concrete beam connecting axle mapping of the embodiment of the present invention;
Fig. 4 is that the hetermorphiscal column side column of the embodiment of the present invention is connected elevation with reinforced concrete beam;
Fig. 5 is hetermorphiscal column side column and the reinforced concrete beam connection side view of the embodiment of the present invention;
Fig. 6 is that the hetermorphiscal column side column of the embodiment of the present invention is connected top view with reinforced concrete beam;
Fig. 7 is the front view of the A type connector of the embodiment of the present invention;
Fig. 8 is the top view of the A type connector of the embodiment of the present invention;
Fig. 9 is the front view of the Type B connector of the embodiment of the present invention;
Figure 10 is the lateral view of the Type B connector of the embodiment of the present invention;
In figure: hetermorphiscal column side column 1; Reinforced concrete beam 2, cast-in-situ floor 3, grout sleeve 11; Genesis analysis reinforcing bar 12; Type B connector 13; A type connector 14; Concrete-filled circular steel tube column 15; Batten plate 16; The main muscle 21 in bottom; The main muscle 22 in top; Lower support plate 131; Upper support board 132; Preformed hole 133; Base plate 141; Supporting vertical plate 142; Preformed groove 143; Circular arc solder side 144.
Detailed description of the invention
Below in conjunction with embodiment, the invention will be further described, and object is only to understand content of the present invention better.
See Fig. 1-Fig. 6, this assembling concrete filled steel tube hetermorphiscal column side column node connecting structure, comprises hetermorphiscal column side column 1, reinforced concrete beam 2 and cast-in-situ floor 3 three partial component, relates to post and column jointing gusset and beam and column jointing gusset.
Hetermorphiscal column side column 1 is T-shaped reinforced concrete precast member, has genesis analysis reinforcing bar 12 and hoop stirrup in hetermorphiscal column side column 1, arranges four concrete-filled circular steel tube columns 15 in it, one, its center pillar center, post and each one of three direction tie-beams; Concrete-filled circular steel tube column 15 is that in the seamless circular steel pipe of 102mm, placing high-strength concrete is made by external diameter, the built-up welding of concrete-filled circular steel tube column 15 external surface is highly the shear key of 2.5mm, concrete-filled circular steel tube column 15, as special-shaped column structure edge member, has the advantages such as bearing capacity is high, ductility is good.
Be spaced between concrete-filled circular steel tube column 15 and arrange batten plate 16, batten plate 16 is the steel plate machine-shaping of 20mm by thickness, the thickness of steel plate and length are determined according to the spacing of concrete-filled circular steel tube column 15, batten plate 16 is welded and fixed with the steel pipe outer arm of the concrete-filled circular steel tube column 15 at two ends in vertical layout, overall to form a steel work be cast in hetermorphiscal column side column 1.
Concrete-filled circular steel tube column 15 upper weld grout sleeve 11, grout sleeve 11 is that 140mm seamless circular steel pipe manufacturing forms by external diameter, grout sleeve 11 inside surfacing height is the shear key of 2.5mm, grout sleeve 11 is highly 240mm, makes the anchorage length of the concrete-filled circular steel tube column 15 of upper strata hetermorphiscal column side column 1 reach 115mm; Grout sleeve 11 forms the connected node of post and post, adopts grout sleeve 11 to connect, can ensure the reliability connected, simple again, is especially applicable to fabricated construction building.
The steel pipe outer arm of concrete-filled circular steel tube column 15 welds A type connector 14, the upper stay plate 16 between concrete-filled circular steel tube column 15 welds Type B connector 13.
Reinforced concrete beam 2 is half prefabricated superposed type beam, and bottom is prefabrication, and top is water part after being connected with part cast-in-situ floor 3; The end 100mm distance hitch of the main muscle 22 of the main muscle in bottom 21 of reinforced concrete beam 2 and top, assembling nut buckled by cover.
The main muscle 21 in bottom of reinforced concrete beam 2 is fixedly connected with A type connector 14, and the main muscle 22 in top of reinforced concrete beam 2 is fixedly connected with Type B connector 13, and A type connector 14, Type B connector 13 form the connected node of post and beam.
The steel plate processing being 20mm by thickness see Fig. 7-Figure 10, A type connector 14, Type B connector 13 is welded.
A type connector 14 is made up of base plate 141 and supporting vertical plate 142, supporting vertical plate 142 is welded on the outboard end of base plate 141, be connected by circular arc solder side 144 between the medial extremity of base plate 141 and the steel pipe outer arm of concrete-filled circular steel tube column 15, supporting vertical plate 142 be provided with the preformed groove 143 of the main muscle 21 in the bottom snapping in reinforced concrete beam 2.
Type B connector 13 is made up of lower support plate 131 and upper support board 132, fixing bottom lower support plate 131 is welded on batten plate 16, upper support board 132 is welded on lower support plate 131, and upper support board 132 both sides are provided with the preformed hole 133 of the main muscle 22 in the top snapping in reinforced concrete beam 2.
The main muscle 22 of the main muscle in bottom and top is locked with A type connector 14 and Type B connector 13 respectively by nut.
The construction method of this assembling concrete filled steel tube hetermorphiscal column side column node connecting structure, carry out in the steps below:
(1) factorial praluction prefabricated units: concrete-filled circular steel tube column 15 and build shaping shaped rc columns side column 1, half prefabricated superposed type beam steel concrete beam 3 is prefabricated in the factory respectively, and then is transported to job site.
(2) connected node of post and beam is constructed: be placed in by main for the bottom of reinforced concrete beam 3 muscle 21 in the preformed groove 143 of A type connector 14 of lower floor's hetermorphiscal column side column 1, the main muscle 22 in top is placed in the preformed hole 133 of the Type B connector 13 of lower floor's hetermorphiscal column side column 1, the position of adjustment reinforced concrete beam 3 and distance, then lock the nut on the main muscle in bottom 21 and the main muscle 22 in top, the main muscle 22 of the main muscle in the bottom of reinforced concrete beam 2 21 and top is locked with A type connector 14 and Type B connector 13 respectively; Install the template of ater-casting and cast-in-situ floor 3, and lay cast-in-situ floor 3 reinforcing bar, then water part and floorslab concrete behind pouring reinforcement concrete beam 2 top, reach until cast-in-situ concrete the connected node carrying out post and post after some strength and construct.
(3) connected node of post and post is constructed: insert in the grout sleeve 11 at lower floor's hetermorphiscal column side column 1 top by concrete-filled circular steel tube column 15 end of upper strata hetermorphiscal column side column 1 bottom protrusion, the height of adjustment upper strata hetermorphiscal column side column 1 and horizontal level also carry out supporting, then to placing grouting material in the grout sleeve 11 at lower floor's hetermorphiscal column side column 1 top, reach after some strength until grouting material, install horizontal joint template, and placing High Strength Non-shrinking Filling Material, reach after some strength until grouting material, continue construction.
The foregoing is only the better feasible embodiment of the present invention, not thereby limit to interest field of the present invention, the equivalent structure change that all utilizations manual of the present invention and accompanying drawing content are done, be all contained within interest field of the present invention.
Claims (6)
1. an assembling concrete filled steel tube hetermorphiscal column side column node connecting structure, comprises hetermorphiscal column side column, reinforced concrete beam, it is characterized in that:
Hetermorphiscal column side column is T-shaped reinforced concrete precast member, concrete-filled circular steel tube column is furnished with in hetermorphiscal column side column, batten plate by being spaced layout between concrete-filled circular steel tube column connects as a whole, concrete-filled circular steel tube column upper weld grout sleeve, grout sleeve forms the connected node of post and post;
Reinforced concrete beam is half prefabricated superposed type beam, and bottom is prefabrication, and top is water part after being connected with part cast-in-situ floor;
The steel pipe outer arm of concrete-filled circular steel tube column welds A type connector, upper stay plate between concrete-filled circular steel tube column welds Type B connector, the main muscle in bottom of reinforced concrete beam is fixedly connected with A type connector, the main muscle in top of reinforced concrete beam is fixedly connected with Type B connector, and A type connector, Type B connector form the connected node of post and beam.
2. assembling concrete filled steel tube hetermorphiscal column side column node connecting structure according to claim 1, it is characterized in that: batten plate is by steel plate machine-shaping, batten plate thickness and length are determined according to the spacing of concrete-filled circular steel tube column, and batten plate is welded and fixed with the steel pipe outer arm of the concrete-filled circular steel tube column at two ends in vertical layout.
3. assembling concrete filled steel tube hetermorphiscal column side column node connecting structure according to claim 1, it is characterized in that: A type connector is by steel plate machine-shaping, comprise base plate and supporting vertical plate, supporting vertical plate is welded on the outboard end of base plate, be connected by circular arc solder side between the medial extremity of base plate and the steel pipe outer arm of concrete-filled circular steel tube column, supporting vertical plate be provided with the preformed groove of the main muscle in the bottom snapping in reinforced concrete beam.
4. assembling concrete filled steel tube hetermorphiscal column side column node connecting structure according to claim 1, it is characterized in that: Type B connector is by steel plate machine-shaping, comprise lower support plate and upper support board, fixing bottom lower support plate is welded on batten plate, upper support board is welded on lower support plate, and upper support board both sides are provided with the preformed hole of the main muscle in the top snapping in reinforced concrete beam.
5. assembling concrete filled steel tube hetermorphiscal column side column node connecting structure according to claim 1, it is characterized in that: the end of the main muscle of the main muscle in bottom and top of reinforced concrete beam is provided with the hitch of certain distance, assembling nut buckled by cover, and the main muscle of the main muscle in bottom and top is locked with A type connector and Type B connector respectively by nut.
6. a construction method for the assembling concrete filled steel tube hetermorphiscal column side column node connecting structure as described in claim 1 to 5 any one, is characterized in that, comprise the steps:
(1) factorial praluction prefabricated units: concrete-filled circular steel tube column and build shaping shaped rc columns side column, half prefabricated superposed type beam steel concrete beam is prefabricated in the factory respectively, and then is transported to job site;
(2) connected node of post and beam is constructed: be placed in by main for the bottom of reinforced concrete beam muscle in the preformed groove of A type connector of lower floor's hetermorphiscal column side column, the main muscle in top is placed in the preformed hole of the Type B connector of lower floor's hetermorphiscal column side column, the position of adjustment reinforced concrete beam and distance, then lock the nut on the main muscle in bottom and the main muscle in top, the main muscle of the main muscle in the bottom of reinforced concrete beam and top is locked with A type connector and Type B connector respectively; Install the template of ater-casting and cast-in-situ floor, and lay cast-in-situ floor reinforcing bar, then water part and floorslab concrete behind pouring reinforcement concrete beam top, reach until cast-in-situ concrete the connected node carrying out post and post after some strength and construct;
(3) connected node of post and post is constructed: insert in the grout sleeve at lower floor's hetermorphiscal column side column top by the concrete-filled circular steel tube column end of upper strata hetermorphiscal column side column body bottom portion projection, the height of adjustment upper strata hetermorphiscal column side column and horizontal level also carry out supporting, then to placing grouting material in the grout sleeve at lower floor's hetermorphiscal column side column top, reach after some strength until grouting material, install horizontal joint template, and placing High Strength Non-shrinking Filling Material, reach after some strength until grouting material, continue construction.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610095725.2A CN105544742B (en) | 2016-02-22 | 2016-02-22 | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610095725.2A CN105544742B (en) | 2016-02-22 | 2016-02-22 | Assembled concrete filled steel tube Special-Shaped Column side column node connecting structure and its construction method |
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| CN105544742B CN105544742B (en) | 2017-09-15 |
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| CN106703290A (en) * | 2016-12-22 | 2017-05-24 | 华侨大学 | Detachable-assembly type concrete-filled steel tube column and construction method thereof |
| CN109403467A (en) * | 2018-10-31 | 2019-03-01 | 广西辰宇建材科技有限公司 | The prefabricated fastener of assembled architecture and its application |
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| CN109779027A (en) * | 2019-03-18 | 2019-05-21 | 中铁建工集团有限公司 | Using class round steel pipe constraint composite structure as the assembled arthitecutral structure of core |
| CN113585533A (en) * | 2021-08-16 | 2021-11-02 | 扬州大学 | Flange connection assembly type shear wall structure |
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| CN105544742B (en) | 2017-09-15 |
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Inventor after: Chen Haibin Inventor after: Wu Liwei Inventor after: Ma Danxiang Inventor after: Ge Nan Inventor after: Su Youpo Inventor before: Chen Haibin Inventor before: Ge Nan Inventor before: Wu Liwei Inventor before: Su Youpo |
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