CN203769090U - Structural frame and connection structure of lapping position of beam column frame - Google Patents
Structural frame and connection structure of lapping position of beam column frame Download PDFInfo
- Publication number
- CN203769090U CN203769090U CN201420123639.4U CN201420123639U CN203769090U CN 203769090 U CN203769090 U CN 203769090U CN 201420123639 U CN201420123639 U CN 201420123639U CN 203769090 U CN203769090 U CN 203769090U
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- section bar
- fixedly connected
- beam column
- section
- angle
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Abstract
The utility model provides a structural frame and a connection structure of a lapping position of a beam column frame. The connection structure comprises a connection block which is in a regular hexahedron shape; at least three surfaces of the connection block serve as connection surfaces; every connection surface is provided with at least one through hole; screws can penetrate the inside of the connection block through the through holes to be fixedly connected with axial threaded holes formed in end surfaces of profiles respectively; an internal angle is formed between any two of the profiles which are perpendicular to each other and connected with the connection block, wherein the internal angle is provided with a corner connection part which is in a square shape, two adjacent sides of the corner connection part are fixedly connected with two of the profiles respectively, the corner connection part is also in tension connection with an inclined pulling part, and the tension direction of the inclined pulling art is located in an included angle of the two profiles. According to the structural frame and the connection structure of the lapping position of the beam column frame, the large weight can be borne when the profiles are perpendicularly lapped due to the connection block and accordingly the structural strength of the connection positions is increased and the structural stability of the structural frame is ensured.
Description
Technical field
The utility model relates to the frame-type structure that a kind of beam column section bar is built, and can be used as interim or long-term fabric structure.
Background technology
In life, often need to build building with the body of rod, tier buildings such as newsstand, bus shelter, sunshade, temporary home, and each body of rod is generally along three direction overlap joints of length.For guaranteeing the structural stability of building, general also along the oblique body of rod that is provided with tension or pressurized between the section bar of each adjacency.
In build process, connected mode between each body of rod is varied, there are binding, welding, the connection of screw threads for fastening element, riveted joint etc., generally, above-mentioned various connected mode is mixed use, construction worker need to prepare the instrument of polytype, Multiple Type, therefore also causes the speed of building to be difficult to improve.On the one hand, due to complex procedures, often need many people can carry out building in addition.The more important thing is, if there is no high strength link at lap position, in the situation that load-bearing is larger, easily cause the body of rod of link position or fractureing, subsiding of connector, cause dangerous generation.In addition, what between each body of rod, form is rigidly connected, and makes unavoidably to form stress on some body of rod and concentrates, and also can affect the structural stability of building.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model is: the syndeton that a kind of structural framing and beam column frame lap position thereof are provided, by using contiguous block, angle connector and implementing tensioning in interior angular direction, connect, can improve structural framing in the structural strength of link position, increase weight capacity, in addition, also there is the kind of simplifying connected mode, reduce the required personnel amount of building, improve the speed of building, increase the effects such as structural stability of building.
For achieving the above object, the technical solution adopted in the utility model comprises:
A kind of syndeton of beam column frame lap position, it is characterized in that: the contiguous block that comprises a regular hexahedron shape, at least three of described contiguous block is joint face, each joint face is provided with at least one through hole, and described through hole can pass and be fixedly connected with the axial thread hole a section bar end face from the inside of described contiguous block for screw;
Between any two orthogonal section bars that connect on described contiguous block, form and have interior angle, at described interior angle place, be provided with the angle connector of square frame-shaped, the adjacent both sides of described angle connector are fixedly connected with a described section bar respectively, described angle connector is also connected with the tensioning of an oblique pull part, and the tension direction of described oblique pull part is positioned at the angle of described two section bars.
In embodiment preferably: described contiguous block has an open surface, and a hush panel is covered on described open surface, and described hush panel is fixed on contiguous block by screw, welding or riveting method.
In embodiment preferably: the one side that every section bar and described angle connector join is provided with the step slot of outer narrow inner width along its length, in described step slot, with screw or jackscrew, being fixed with cannot be along the section bar slider nut of slippage radially, described angle connector with by screw, be fixedly connected with the screwed hole on described slider nut.
In embodiment preferably: four jiaos of grooves of wearing that are all formed with radially of described angle connector, described oblique pull part comprises that one end has the pull bar of thread segment, the thread segment of described pull bar stretches into described angle connector inside from the described groove of wearing, overlap again upper fixing element the nut of screwing on, by being threaded between described pull bar and described nut, form described tensioning and be connected.
In embodiment preferably: the other end of described pull bar by riveted joint, being threaded or welding with a fixed strip is fixedly connected with, described fixed strip is connected to angle connector described in another.
In embodiment preferably: described fixed strip is band iron, reinforcing bar or steel wire.
For achieving the above object, the technical solution adopted in the utility model also comprises:
A structural framing, is formed along three direction overlap joints of length by section bar, it is characterized in that: the syndeton between the section bar that wherein at least two join with described beam column frame lap position.
In embodiment preferably: be also overlapped with floor stringer between two parallel section bars, the surface of every section bar and every floor stringer is all provided with the step slot of outer narrow inner width along its length, in described step slot, all with screw or jackscrew, be fixed with the slider nut of radially slippage, the position that described floor stringer and described section bar join is provided with two angle steel, described two angle steel are clipped in the middle described floor stringer, and the both sides of described angle steel are fixedly connected with the slider nut in described floor stringer and described section bar by screw respectively.
In embodiment preferably: be provided with plane baffle plate with on the contact jaw of the vertical section bar contacting of brace foundation in described structural framing, described plane baffle plate is fixedly connected with the contact jaw of described section bar by least two angle steel;
Or, in described structural framing, being fixedly connected with the contact surface of section bar and the one leg of channel-section steel of the parallel contact of brace foundation, the another one leg of described channel-section steel is fixedly connected with described brace foundation;
Or, in described structural framing, with channel-section steel, substitute the opening of described channel-section steel and the opposing setting of described brace foundation with the section bar of the parallel contact of brace foundation.
Compared with prior art, adopt the advantage the utlity model has of technique scheme to be: by using contiguous block, the weight of bearing link position by contiguous block, can increase the load-bearing of building greatly; By using angle connector, the overlap joint between section bar is stablized fast, in the interior angular direction of the section bar overlapping, implement tensioning and connect, can accelerate the speed of building, reduce the required personnel amount of building, increase the structural stability of building.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the structural framing that provides of the utility model embodiment;
Fig. 2 is the decomposition texture schematic diagram of the syndeton of the beam column frame lap position that provides of the utility model embodiment;
Fig. 3 is the angle connector that uses of the syndeton of the beam column frame lap position that provides of the utility model embodiment and the decomposition texture schematic diagram of oblique pull part;
Fig. 4, Fig. 5 are the shape of cross section schematic diagrames of the section bar that provides of the utility model embodiment;
Fig. 6 is the combination stereogram of the frame construction unit that provides of the utility model embodiment;
Fig. 7, Fig. 8, Fig. 9 are respectively the structural framing that provides of the different embodiment of the utility model and the structural representation of brace foundation contact portion.
Description of reference numerals: section bar 10; Axial thread hole 101; Step slot 11; Slider nut 12; Contiguous block 13; Open surface 14; Joint face 15; Hush panel 16; Screw 161; Through hole 151; Screw 152; The angle connector 26 of square frame-shaped; Wear groove 27; Pull bar 28; Fixture 281; Nut 282; Fixed strip 29; Plane baffle plate 41; Channel-section steel 42.
The specific embodiment
First, as shown in Figure 1, it is the overall structure schematic diagram of the structural framing that provides of the utility model embodiment, described structural framing is the building being formed along three direction overlap joints of length by the body of rod (preferably section bar 10), the concrete structure of building is not limited to shown in Fig. 1, can be along three direction spreads of length.In order to improve the structural strength of structural framing, specially increased contiguous block 13.
As shown in Figure 2, it is the syndeton of the beam column frame lap position that provides of the utility model embodiment, the contiguous block 13 that comprises a regular hexahedron shape, described contiguous block 13 has at least three joint faces 15, each joint face 15 is provided with at least one through hole 151, and described through hole 151 can pass and be fixedly connected with the axial thread hole 101 section bar 10 end faces from the inside of described contiguous block 13 for screw 152.Described contiguous block 13 has 14, one hush panel 16 of an open surface and covers on described open surface 14, and can be also welding or riveting method by screw 161() be fixed on contiguous block 13.
In order to strengthen the structural stability between the section bar of vertical connection, in three orthogonal planes of described building, all there is frame construction unit.Described frame construction unit, refers to shown in Fig. 3, has the angle connector 26 of two section bars 10 and square frame-shaped, wherein:
Described section bar 10, as shown in Fig. 4 or Fig. 5, at four sides, (one side of at least joining at the angle connector 26 of itself and described square frame-shaped) is provided with the step slot 11 of outer narrow inner width along its length for it, cannot be along section bar 10 slider nut 12 of slippage radially interior being fixed with screw or jackscrew (not giving diagram) of described step slot 11.Wherein, described slider nut 12 can be as shown in Figure 3, and its cross section is also stairstepping, and slip into described step slot 11 from the end of described section bar 10; Certainly, described slider nut 12 also can be designed as the width that width is less than the outside stria of described step slot 11, length is greater than the shape (not giving diagram) of width of the outside stria of described step slot 11,90-degree rotation again after its outside stria from described step slot 11 is filled in the inner side sipes of described step slot 11, the step slot 11 that just can be stuck in described section bar 10 has suffered.
The angle connector 26 of described square frame-shaped is arranged on described two section bars 10 and intersects the interior angle place forming, its adjacent both sides are fixedly connected with the screwed hole on slider nut 12 fixing on a described section bar 10 by screw respectively, the other both sides of the angle connector 26 of described square frame-shaped are also connected with the tensioning of an oblique pull part, and the tension direction of described oblique pull part is positioned at the angle of described two section bars.
In the embodiment shown in fig. 3, four jiaos of the angle connector 26 of described square frame-shaped be all formed with radially wear groove 27, described oblique pull part comprises that one end has the pull bar 28 of thread segment, the thread segment of described pull bar 28 stretches into described angle connector 26 inside from the described groove 27 of wearing, overlap again upper fixing element 281 and the nut 282 of screwing on, by being threaded between described pull bar 28 and described nut 282, form described tensioning and be connected.
In the embodiment shown in fig. 3, the other end of described pull bar 28 is fixedly connected with a fixed strip 29 by riveted joint (can be also threaded or weld), and described fixed strip 29 is connected to angle connector described in another.Described fixed strip 29 is preferably band iron, reinforcing bar or steel wire.
In the time of described frame construction cellular installation, as shown in Figure 6, first in section bar 10, fill in slider nut 12, then by two section bar 10 vertical butt joint, the angle connector 26 and the slider nut 12 that use described square frame-shaped, be screwed, and then oblique pull part is installed, can make frame construction tensioning between two relative interior angles connect, improve the stability of frame construction.
Next, refer to shown in Fig. 7, the structural framing that provides of the utility model embodiment and the structural representation of brace foundation contact portion, in described structural framing, be provided with plane baffle plate 41 with the contact jaw of the vertical section bar contacting 10 of brace foundation, described plane baffle plate 41 is fixedly connected with the contact jaw of described section bar 10 by least two angle steel.
Refer to shown in Fig. 8, the structural framing that provides of another embodiment of the utility model and the structural representation of brace foundation contact portion, in described structural framing, be fixedly connected with the one leg of channel-section steel 42 with the contact surface of the section bar 10 of the parallel contact of brace foundation, the another one leg of described channel-section steel 42 is fixedly connected with described brace foundation;
Refer to shown in Fig. 9, it is the structural representation of the utility model structural framing that an embodiment provides again and brace foundation contact portion, in described structural framing, substitute the opening of described channel-section steel 42 and the opposing setting of described brace foundation with the section bar 10 use channel-section steels 42 of the parallel contact of brace foundation.
More than illustrate the utility model just illustrative; and nonrestrictive, those of ordinary skills understand, in the situation that do not depart from the spirit and scope that claim limits; can make many modifications, variation or equivalence, but within all falling into protection domain of the present utility model.
Claims (9)
1. the syndeton of a beam column frame lap position, it is characterized in that: the contiguous block that comprises a regular hexahedron shape, at least three of described contiguous block is joint face, each joint face is provided with at least one through hole, and described through hole can pass and be fixedly connected with the axial thread hole a section bar end face from the inside of described contiguous block for screw;
Between any two orthogonal section bars that connect on described contiguous block, form and have interior angle, at described interior angle place, be provided with the angle connector of square frame-shaped, the adjacent both sides of described angle connector are fixedly connected with a described section bar respectively, described angle connector is also connected with the tensioning of an oblique pull part, and the tension direction of described oblique pull part is positioned at the angle of described two section bars.
2. the syndeton of beam column frame lap position according to claim 1, it is characterized in that: described contiguous block has an open surface, a hush panel is covered on described open surface, and described hush panel is fixed on contiguous block by screw, welding or riveting method.
3. the syndeton of beam column frame lap position according to claim 1, it is characterized in that: the one side that every section bar and described angle connector join is provided with the step slot of outer narrow inner width along its length, in described step slot, with screw or jackscrew, being fixed with cannot be along the section bar slider nut of slippage radially, described angle connector with by screw, be fixedly connected with the screwed hole on described slider nut.
4. the syndeton of beam column frame lap position according to claim 1, it is characterized in that: four jiaos of grooves of wearing that are all formed with radially of described angle connector, described oblique pull part comprises that one end has the pull bar of thread segment, the thread segment of described pull bar stretches into described angle connector inside from the described groove of wearing, overlap again upper fixing element the nut of screwing on, by being threaded between described pull bar and described nut, form described tensioning and be connected.
5. the syndeton of beam column frame lap position according to claim 4, is characterized in that: the other end of described pull bar by riveted joint, being threaded or welding with a fixed strip is fixedly connected with, described fixed strip is connected to angle connector described in another.
6. the syndeton of beam column frame lap position according to claim 5, is characterized in that: described fixed strip is band iron, reinforcing bar or steel wire.
7. a structural framing, is formed along three direction overlap joints of length by section bar, it is characterized in that: the syndeton between the section bar that wherein at least two join with the beam column frame lap position as described in any one in claim 1-6.
8. structural framing according to claim 7, it is characterized in that: between two parallel section bars, be also overlapped with floor stringer, the surface of every section bar and every floor stringer is all provided with the step slot of outer narrow inner width along its length, in described step slot, all with screw or jackscrew, be fixed with the slider nut of radially slippage, the position that described floor stringer and described section bar join is provided with two angle steel, described two angle steel are clipped in the middle described floor stringer, the both sides of described angle steel are fixedly connected with the slider nut in described floor stringer and described section bar by screw respectively.
9. structural framing according to claim 7, it is characterized in that: in described structural framing, be provided with plane baffle plate with the contact jaw of the vertical section bar contacting of brace foundation, described plane baffle plate is fixedly connected with the contact jaw of described section bar by least two angle steel;
Or, in described structural framing, being fixedly connected with the contact surface of section bar and the one leg of channel-section steel of the parallel contact of brace foundation, the another one leg of described channel-section steel is fixedly connected with described brace foundation;
Or, in described structural framing, with channel-section steel, substitute the opening of described channel-section steel and the opposing setting of described brace foundation with the section bar of the parallel contact of brace foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420123639.4U CN203769090U (en) | 2014-03-18 | 2014-03-18 | Structural frame and connection structure of lapping position of beam column frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420123639.4U CN203769090U (en) | 2014-03-18 | 2014-03-18 | Structural frame and connection structure of lapping position of beam column frame |
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| Publication Number | Publication Date |
|---|---|
| CN203769090U true CN203769090U (en) | 2014-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420123639.4U Expired - Fee Related CN203769090U (en) | 2014-03-18 | 2014-03-18 | Structural frame and connection structure of lapping position of beam column frame |
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| CN (1) | CN203769090U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131631A (en) * | 2014-08-15 | 2014-11-05 | 重庆大学 | Structure of top layer end node of anti-seismic framework and construction method of structure |
| CN109406727A (en) * | 2018-12-05 | 2019-03-01 | 甘肃省治沙研究所 | Meadow or arid desert region undershrub and herbaceous plant investigate sample prescription frame |
| CN111155684A (en) * | 2020-02-25 | 2020-05-15 | 常州市贝叶斯智能科技有限公司 | Robot demonstration field suit capable of being built quickly |
| CN112177196A (en) * | 2020-08-29 | 2021-01-05 | 大昌建设集团有限公司 | Shear wall frame structure |
| CN113199711A (en) * | 2021-05-26 | 2021-08-03 | 河南禾润电气科技有限公司 | Mechanical auxiliary structure with slitting function and injection molding device |
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2014
- 2014-03-18 CN CN201420123639.4U patent/CN203769090U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131631A (en) * | 2014-08-15 | 2014-11-05 | 重庆大学 | Structure of top layer end node of anti-seismic framework and construction method of structure |
| CN104131631B (en) * | 2014-08-15 | 2016-06-08 | 重庆大学 | A kind of construction method of earthquake-proof frame top story knee joint structure |
| CN109406727A (en) * | 2018-12-05 | 2019-03-01 | 甘肃省治沙研究所 | Meadow or arid desert region undershrub and herbaceous plant investigate sample prescription frame |
| CN111155684A (en) * | 2020-02-25 | 2020-05-15 | 常州市贝叶斯智能科技有限公司 | Robot demonstration field suit capable of being built quickly |
| CN112177196A (en) * | 2020-08-29 | 2021-01-05 | 大昌建设集团有限公司 | Shear wall frame structure |
| CN112177196B (en) * | 2020-08-29 | 2021-11-05 | 大昌建设集团有限公司 | Shear wall frame structure |
| CN113199711A (en) * | 2021-05-26 | 2021-08-03 | 河南禾润电气科技有限公司 | Mechanical auxiliary structure with slitting function and injection molding device |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 |