CN209990017U - Novel full assembled modularization post structure and beam column structure - Google Patents
Novel full assembled modularization post structure and beam column structure Download PDFInfo
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- CN209990017U CN209990017U CN201920316648.8U CN201920316648U CN209990017U CN 209990017 U CN209990017 U CN 209990017U CN 201920316648 U CN201920316648 U CN 201920316648U CN 209990017 U CN209990017 U CN 209990017U
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Abstract
The utility model relates to a novel full assembled modularization beam column structure, this prefabricated full assembled structure includes prefabricated prestressing force masonry column unit a (1), masonry column unit b (2), masonry column unit c (3), beam unit a (7) and beam unit b (8), cross built-in fitting (4), beam column attach fitting (5) of U style of calligraphy, prestressing force steel strand wires (6), edge of a wing connecting plate (9), web connecting plate (10), I-shaped steel built-in fitting (11), wherein, masonry column unit a (1) has predesigned modulus, a height for adjust, beam unit a (7) have predesigned modulus. This full assembled post unit passes through the prestressing steel strand connection, and full assembled beam unit passes through pre-buried I shape girder steel and connects, and the roof beam and post pass through U style of calligraphy beam column attach fitting (5) to realize this structure modularization full assembled function.
Description
Technical Field
The utility model relates to a building engineering field especially relates to a novel full assembled modularization post structure and beam column structure.
Background
The prefabricated fully-assembled structure has the advantages of high engineering quality, reduction of resource and energy consumption, reduction of construction waste and raised dust, environmental protection, shortening of construction period, improvement of labor productivity, transformation of identity of construction workers, promotion of social stability and harmony, reduction of accident rate and the like.
However, for the prefabricated fully-assembled structure built in rural areas, the problems that large-scale transportation and hoisting machinery is difficult to reach and large-scale prefabricated beam column components are difficult to transport and construct due to the narrow rural road exist. Therefore this application has provided a structure light and handy prefabricated full assembled modularization beam column structure of convenient transportation and construction again, can be used to the construction of villa and house.
SUMMERY OF THE UTILITY MODEL
The utility model discloses it is too big to current prefabricated full assembly structure component volume quality, is difficult to the problem of transportation and construction, provides a novel full assembled modularization post structure and beam column structure.
This neotype full assembled modularization beam column structure be different from the traditional structure of assembling entirely, this neotype full assembled modularization beam column structure is emphatically studied split and the assembly design to the component. The fully assembled modular structure splits the beam column, divides the beam column into a plurality of small units, and further designs each small unit independently so as to achieve the modularization of the beam column unit and facilitate the design and processing; the structure is light and handy, the purpose of easily transporting and constructing. And, the utility model discloses well all parts can all be at the factory standardization production, utilize the prestressing force steel strand wires, adopt the construction method of standard to remove the construction, easy and simple to handle, safety.
In order to achieve the above object, the utility model provides a novel full assembled modularization post structure adopts following technical scheme:
the utility model provides a novel full assembled modularization post structure, this post structure includes masonry column unit a (1), masonry column unit b (2), masonry column unit c (3), cross built-in fitting (4) and prestressing steel strand wires (6), masonry column unit a, b, c have predesigned modulus, be used for adjusting the height of post, be equipped with cross built-in fitting (4) on the basis of masonry column, masonry column unit b (2) lower surface leaves cross recess, be used for embedding cross built-in fitting (4) that masonry column basis top surface was reserved, the top of masonry column unit b (2) sets up a plurality of masonry column unit a (1), reaches predetermined high back, sets up masonry column unit c (3) at the upper surface of the masonry column unit a (1) of top, is equipped with prestressing steel strand wires (6) on the basis of masonry column, masonry column unit a (1), The masonry column units b (2) and the masonry column units c (3) are connected through the prestressed steel strands (6) so that the masonry column units are tightly connected together.
Furthermore, the upper surface and the lower surface of the masonry column unit a (1) are respectively provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, the two convex blocks on the lower surface are distributed along a diagonal line b, and holes of prestressed steel strands are reserved at four corners of the masonry column unit a (1). The diagonal line a may be a lower left to upper right diagonal line.
Furthermore, the upper surface of the masonry column unit b (2) is provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, and the lower surface of the masonry column unit b (2) is a plane and is provided with a cross-shaped groove.
Furthermore, the lower surface of the masonry column unit c (3) is provided with two convex blocks, the two convex blocks on the lower surface are distributed along a diagonal line b, and the upper surface of the masonry column unit c (3) is a plane and is provided with a cross-shaped embedded part (4). The diagonal line b may be the upper left to lower right diagonal line.
Furthermore, holes are formed in four surfaces of the cross-shaped embedded part (4), so that bolts can pass through the holes conveniently.
Furthermore, through holes are formed in four side faces of the masonry column unit b (2), and the through holes correspond to holes in the cross embedded part (4) embedded into the masonry column unit b (2) one by one.
The utility model provides a novel full assembled modularization beam column structure adopts following technical scheme:
the utility model provides a novel full assembled modularization beam column structure which characterized in that: this beam-column structure includes the preceding full assembled modular column structure, still includes: the beam unit a (7) and the beam unit b (8), the beam column connecting joint (5) of U style of calligraphy, the edge of a wing connecting plate (9), the web connecting plate (10), I-shaped steel built-in fitting (11), wherein, beam unit a, b have the modulus that designs in advance, and connect through U style of calligraphy beam column connecting joint (5) between column structure and the roof beam, beam unit a (7) and beam unit b (8) are connected through I-shaped steel built-in fitting (11), edge of a wing connecting plate (9) and web connecting plate (10) at beam unit both ends.
Furthermore, the cross section of the beam unit a (7) is I-shaped, and I-shaped steel embedded parts (11) are embedded at the two ends of the beam unit a (7).
Further, the cross section of one end of the beam unit b (8) is I-shaped, and an I-shaped steel embedded part (11) is embedded in the cross section; the other end is rectangular in section, and bolt holes are reserved in the side face of the other end and are used for being connected with a U-shaped beam column connecting joint (5) on the masonry column.
Furthermore, when the beam unit a (7) is connected with the beam unit b (8), the I-shaped steel embedded part at one end of the beam unit a (7) is butted with the I-shaped steel embedded part at one end of the beam unit b (8), and then the two I-shaped steel embedded parts are connected by the web connecting plate (10) with holes and the flange connecting plate (9).
Drawings
FIG. 1 is a schematic view of a masonry column unit a;
FIG. 2 is a schematic view of masonry column unit b;
FIG. 3 is a schematic view of masonry column unit c;
FIG. 4 is a block column unit b with foundation connection;
FIG. 5 is a schematic illustration of a beam element;
FIG. 6 is a schematic view of a beam unit connection;
fig. 7 is a schematic view of a fully assembled modular beam-column structure.
Description of reference numerals: 1. masonry column units a, 2, masonry column units b and 3, masonry column units c and 4, a cross-shaped embedded part, 5, a U-shaped beam-column connecting joint, 6, a prestressed steel strand, 7, beam units a and 8, beam units b and 9, a flange connecting plate, 10, a web connecting plate, 11 and an I-shaped steel embedded part.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly apparent, the present invention will be further described with reference to the accompanying drawings.
As can be seen from the attached drawings 1-7 in the specification, the novel fully-assembled modular column structure comprises masonry column units a (1), masonry column units b (2), masonry column units c (3), cross embedded parts (4) and prestressed steel strands (6), wherein the masonry column units a, b and c have pre-designed moduli and are used for adjusting the height of a column, the cross embedded parts (4) are arranged on the basis of the masonry columns, cross grooves are reserved on the lower surfaces of the masonry column units b (2) and are used for being embedded into the cross embedded parts (4) reserved on the top surfaces of the foundations of the masonry columns, a plurality of masonry column units a (1) are arranged above the masonry column units b (2), after the preset height is reached, the masonry column units c (3) are arranged on the upper surfaces of the uppermost masonry column units a (1), and the prestressed steel strands (6) are arranged on the basis of the masonry columns, the masonry column unit a (1), the masonry column unit b (2) and the masonry column unit c (3) are connected through the prestressed steel stranded wires (6) to enable the column structures to be tightly connected together.
Furthermore, the upper surface and the lower surface of the masonry column unit a (1) are respectively provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, the two convex blocks on the lower surface are distributed along a diagonal line b, and holes of prestressed steel strands are reserved at four corners of the masonry column unit a (1).
Furthermore, the upper surface of the masonry column unit b (2) is provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, and the lower surface of the masonry column unit b (2) is a plane and is provided with a cross-shaped groove.
Furthermore, the lower surface of the masonry column unit c (3) is provided with two convex blocks, the two convex blocks on the lower surface are distributed along a diagonal line b, and the upper surface of the masonry column unit c (3) is a plane and is provided with a cross-shaped embedded part (4).
Furthermore, holes are formed in four surfaces of the cross-shaped embedded part (4), so that bolts can pass through the holes conveniently.
Furthermore, through holes are formed in four side faces of the masonry column unit b (2), and the through holes correspond to holes in the cross embedded part (4) embedded into the masonry column unit b (2) one by one.
As can be seen from fig. 1 to 7 in the specification, the novel fully assembled modular beam-column structure includes the fully assembled modular beam-column structure described above, and further includes: the beam unit a (7) and the beam unit b (8), the beam column connecting joint (5) of U style of calligraphy, the edge of a wing connecting plate (9), the web connecting plate (10), I-shaped steel built-in fitting (11), wherein, beam unit a, b have the modulus that designs in advance, and connect through U style of calligraphy beam column connecting joint (5) between column structure and the roof beam, beam unit a (7) and beam unit b (8) are connected through I-shaped steel built-in fitting (11), edge of a wing connecting plate (9) and web connecting plate (10) at beam unit both ends.
Furthermore, the cross section of the beam unit a (7) is I-shaped, and I-shaped steel embedded parts (11) are embedded at the two ends of the beam unit a (7).
Further, the cross section of one end of the beam unit b (8) is I-shaped, and an I-shaped steel embedded part (11) is embedded in the cross section; the other end is rectangular in section, and bolt holes are reserved in the side face of the other end and are used for being connected with a U-shaped beam column connecting joint (5) on the masonry column.
Furthermore, when the beam unit a (7) is connected with the beam unit b (8), the I-shaped steel embedded part at one end of the beam unit a (7) is butted with the I-shaped steel embedded part at one end of the beam unit b (8), and then the two I-shaped steel embedded parts are connected by the web connecting plate (10) with holes and the flange connecting plate (9).
During specific construction, firstly, a prestressed steel strand is pre-buried in a foundation, then the prestressed steel strand (6) penetrates into a masonry column unit b (2), a worker further connects the masonry column unit b (2) with the foundation along the prestressed steel strand (6), meanwhile, a cross-shaped groove of the masonry column unit b (2) is buckled with a cross-shaped pre-buried part (4) on the foundation, and a bolt is inserted from the side face for screwing.
When the beam unit b (8) is connected with the beam unit a (7), the I-shaped steel embedded parts (11) are in butt joint with the I-shaped steel embedded parts (11) of the other beam unit, and then the two I-shaped steel embedded parts are connected through the web connecting plate (10) with the hole and the flange connecting plate (9). When the beam unit b (8) is connected with the column end, a worker slowly puts the beam unit b (8) into the U-shaped beam-column connecting joint (5) from above, and inserts the bolt into the side edge and screws the bolt.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not intended to limit the present invention, and it will be apparent to those skilled in the art that various modifications and variations can be made in the embodiments of the present invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a novel full assembled modularization post structure which characterized in that: this column structure includes brickwork post unit a (1), brickwork post unit b (2), brickwork post unit c (3), cross built-in fitting (4) and prestressing force steel strand wires (6), brickwork post unit a, b, c have predesigned modulus, be used for adjusting the height of post, be equipped with cross built-in fitting (4) on the basis of brickwork post, brickwork post unit b (2) lower surface leaves cross recess, be used for embedding cross built-in fitting (4) that brickwork post basis top surface was reserved, the top of brickwork post unit b (2) sets up a plurality of brickwork post unit a (1), reaches predetermined high back, sets up brickwork post unit c (3) at the upper surface of the brickwork post unit a (1) of top, is equipped with prestressing force steel strand wires (6) on the basis of brickwork post, brickwork post unit a (1), brickwork post unit b (2), The masonry column units c (3) are connected through the prestressed steel strands (6) so that the masonry column units are tightly connected together.
2. The pillar structure of claim 1, wherein: the upper surface and the lower surface of the masonry column unit a (1) are respectively provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, the two convex blocks on the lower surface are distributed along a diagonal line b, and holes of prestressed steel strands are reserved at four corners of the masonry column unit a (1).
3. The pillar structure of claim 1, wherein: the upper surface of the masonry column unit b (2) is provided with two convex blocks, the two convex blocks on the upper surface are distributed along a diagonal line a, and the lower surface of the masonry column unit b (2) is a plane and is provided with a cross-shaped groove.
4. The pillar structure of claim 1, wherein: the lower surface of the masonry column unit c (3) is provided with two convex blocks, the two convex blocks of the lower surface are distributed along a diagonal line b, and the upper surface of the masonry column unit c (3) is a plane and is provided with a cross embedded part (4).
5. The pillar structure of any one of claims 1-4, wherein: holes are formed in four surfaces of the cross-shaped embedded part (4) so that bolts can pass through the holes conveniently.
6. The pillar structure of any one of claims 1-4, wherein: through holes are formed in four side faces of the masonry column unit b (2), and the through holes correspond to holes in the cross embedded parts (4) embedded into the masonry column unit b (2) one by one.
7. The utility model provides a novel full assembled modularization beam column structure which characterized in that: the beam column structure comprising the column structure of any one of claims 1-6, further comprising: the beam unit a (7) and the beam unit b (8), the beam column connecting joint (5) of U style of calligraphy, the edge of a wing connecting plate (9), the web connecting plate (10), I-shaped steel built-in fitting (11), wherein, beam unit a, b have the modulus that designs in advance, and connect through U style of calligraphy beam column connecting joint (5) between column structure and the roof beam, beam unit a (7) and beam unit b (8) are connected through I-shaped steel built-in fitting (11), edge of a wing connecting plate (9) and web connecting plate (10) at beam unit both ends.
8. The beam column structure according to claim 7, wherein: the cross section of the beam unit a (7) is I-shaped, and I-shaped steel embedded parts (11) are embedded at the two ends of the beam unit a (7).
9. The beam column structure according to claim 7 or 8, wherein: the cross section of one end of the beam unit b (8) is I-shaped, and an I-shaped steel embedded part (11) is embedded in the cross section; the other end is rectangular in section, and bolt holes are reserved in the side face of the other end and are used for being connected with a U-shaped beam column connecting joint (5) on the masonry column.
10. The beam column structure of claim 9, wherein: when the beam unit a (7) is connected with the beam unit b (8), the I-shaped steel embedded part at one end of the beam unit a (7) is butted with the I-shaped steel embedded part at one end of the beam unit b (8), and then the two I-shaped steel embedded parts are connected by the web connecting plate (10) with holes and the flange connecting plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920316648.8U CN209990017U (en) | 2019-03-13 | 2019-03-13 | Novel full assembled modularization post structure and beam column structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920316648.8U CN209990017U (en) | 2019-03-13 | 2019-03-13 | Novel full assembled modularization post structure and beam column structure |
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| CN209990017U true CN209990017U (en) | 2020-01-24 |
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| CN201920316648.8U Active CN209990017U (en) | 2019-03-13 | 2019-03-13 | Novel full assembled modularization post structure and beam column structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323268A (en) * | 2021-05-25 | 2021-08-31 | 江苏大学 | Section steel connecting joint between assembled beams and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323268A (en) * | 2021-05-25 | 2021-08-31 | 江苏大学 | Section steel connecting joint between assembled beams and construction method thereof |
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