CN212271396U - Fast-assembling steel construction tie-beam - Google Patents
Fast-assembling steel construction tie-beam Download PDFInfo
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- CN212271396U CN212271396U CN202020247019.7U CN202020247019U CN212271396U CN 212271396 U CN212271396 U CN 212271396U CN 202020247019 U CN202020247019 U CN 202020247019U CN 212271396 U CN212271396 U CN 212271396U
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Abstract
The utility model relates to a fast-assembling steel construction tie-beam belongs to steel construction assembly field. The connecting beam comprises a base material profile, a transverse connecting composite profile and a vertical connecting composite profile; the base material section bar, the transverse connection composite section bar and the vertical connection composite section bar are connected in a bending shape, and vertical column clamping grooves are formed in the vertical connection composite section bar and used for being matched and inserted with vertical columns. The utility model discloses simple structure, the equipment is simple, can confirm installation length according to the actual place. The solar light steel active low-rise modular building is efficient, rapid and field-assembled, and has any horizontal length, width and number of layers.
Description
Technical Field
The utility model relates to a fast-assembling steel construction tie-beam belongs to steel construction assembly field.
Background
The traditional sunlight greenhouse can not meet the planting and breeding conditions of organic food, the conventional container for efficient three-dimensional planting is called a container farm and is popularized in developed countries, the artificial intelligent three-dimensional planting has the production conditions of high efficiency and organic food, but the manufacturing and production cost is high, the energy demand cost is high, the transportation cost is outstanding, the space utilization rate is low and the like, and the development trend of high-efficiency agriculture is inspired. The assembly structure is complicated, the assembly efficiency is low, the structure is complicated, and the processing and installation cost is high.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: overcome prior art's not enough, provide a fast-assembling steel construction, simple structure, the equipment is simple, can confirm installation length according to the actual place. The solar light steel active low-rise modular building is efficient, rapid and field-assembled, and has any horizontal length, width and number of layers.
The utility model discloses a fast-assembling steel structure connecting beam, which comprises a base material profile, a transverse connecting composite profile and a vertical connecting composite profile; the base material section bar, the transverse connection composite section bar and the vertical connection composite section bar are connected in a bending shape, and vertical column clamping grooves are formed in the vertical connection composite section bar and used for being matched and inserted with vertical columns.
Further preferably, a transverse connecting composite section bar is arranged above the base material section bar, and a vertical connecting composite section bar is arranged on one side of the base material section bar.
Further preferably, the top surface of the vertical connecting composite section bar is flush with the base material section bar.
Further preferably, the bottom surface of the vertical connecting composite section bar is flush with the base material section bar.
Further preferably, the top surface and the bottom surface of the vertical connecting composite section bar are positioned between the top surface and the bottom surface of the base material section bar.
Further preferably, one side of the base material profile is provided with a vertical connecting composite profile, a transverse connecting composite profile is arranged above the base material profile, and the transverse connecting composite profile is provided with a cross brace clamping groove for being inserted in a matched manner with a cross brace.
Further preferably, the top surface of the vertical connecting composite section bar is flush with the base material section bar.
Further preferably, the bottom surface of the vertical connecting composite section bar is flush with the base material section bar.
Further preferably, the top surface and the bottom surface of the vertical connecting composite section bar are positioned between the top surface and the bottom surface of the base material section bar.
Further preferably, a transverse connecting composite section is arranged above the base material section, and a transverse support clamping groove is formed in the transverse connecting composite section and is used for being matched and inserted with a transverse support; one side of the transverse connection composite section bar is provided with a vertical connection composite section bar.
Preferably, the end part of the base material section bar extends out of the vertical connecting composite section bar and the transverse connecting composite section bar, and the cross brace clamping groove extends inwards from the end part of the base material section bar; the vertical column clamping grooves are arranged in an inward extending mode from the cross brace clamping grooves at the end portions; the cross brace clamping grooves and the vertical column clamping grooves are arranged in a staggered mode.
Further preferably, the connecting beam is connected and extended through a beam connecting piece; the beam connecting piece is a square connecting pipe or a U-shaped connecting plate or a bending connecting plate. The tie-beam is the load support body of connecting vertical column and stull, and the length of tie-beam has decided the length of building simultaneously, and the tie-beam accessible roof beam connecting piece realizes wantonly long.
Further preferably, at least one layer of anticorrosive coating is coated on the outer surfaces of the connecting beam, the cross brace and the vertical column.
Compared with the prior art, the beneficial effects of the utility model are that:
1. through setting up substrate section bar, horizontal connection composite section bar and vertical connection composite section bar, be equipped with the upstand draw-in groove on the vertical connection composite section bar, upstand cooperation cartridge accomplishes tie-beam and upstand connection in the upstand draw-in groove, has realized high-efficient quick on-the-spot assembled.
2. The transverse connection composite section bars are provided with transverse support clamping grooves, and transverse supports are matched with the transverse support clamping grooves in an inserting mode, so that the multi-layer solar light steel active low-rise modular building is realized, and multi-layer multi-face lighting can be realized.
3. The beam connecting piece is connected with the connecting beam, so that the connection of any horizontal long and wide fast-assembling steel structure is realized.
Drawings
FIG. 1 is a schematic view of the overall structure of a fast-assembling steel structure connecting beam according to an embodiment of the present invention,
figure 2 is a front view of an embodiment of the quick-fit structure according to the invention,
figure 3 is a schematic perspective view of a first connecting beam,
figure 4 is an enlarged schematic view of the structure at a in figure 3,
figure 5 is a schematic perspective view of a first connecting beam,
figure 6 is a front view structural schematic diagram of a first connecting beam,
FIG. 7 is a schematic perspective view of a second connecting beam,
figure 8 is a front view structural schematic diagram of a second connecting beam,
figure 9 is a top view of figure 8,
figure 10 is a left side view of figure 8,
figure 11 is an enlarged view of the structure at B in figure 8,
figure 12 is a schematic perspective view of a third connecting beam,
figure 13 is an enlarged view of the structure of figure 12 at C,
figure 14 is a front view structural schematic diagram of a connecting beam III,
figure 15 is an enlarged schematic view of figure 14 at D,
figure 16 is a left side view of figure 14,
figure 17 is a schematic perspective view of the connection beam four,
figure 18 is a front view structural schematic diagram of a connecting beam four,
figure 19 is a bottom view of figure 18,
figure 20 is a left side view of figure 18,
figure 21 is a schematic perspective view of a connecting beam five,
figure 22 is an enlarged schematic view at E of figure 25,
figure 23 is a front view structural schematic diagram of a connecting beam five,
figure 24 is an enlarged view of the structure of figure 25 at F,
figure 25 is a left side view of figure 23,
figure 26 is a schematic perspective view of a vertical column,
figure 27 is a front view schematic of the upstand,
figure 28 is a top plan view of figure 27,
figure 29 is a schematic sectional view of the structure of figure 27 taken at G-G,
figure 30 is one of the schematic perspective views of a gable structure,
FIG. 31 is a second schematic perspective view of a gable structure
Figure 32 is one of the schematic structural views of the beam connector,
figure 33 is a second schematic view of the beam connector configuration,
fig. 34 is a third schematic view of a beam connector structure.
In the figure, 1, a connecting beam 2, a vertical column 3, a cross brace 4 and a beam connecting piece;
1.1, a first connecting beam 1.2, a second connecting beam 1.3, a third connecting beam 1.4, a fourth connecting beam 1.5 and a fifth connecting beam;
1.11, base material section bars 1.12, transverse connection composite section bars 1.13, vertical connection composite section bars 1.14, cross brace clamping grooves 1.15 and vertical column clamping grooves.
Detailed Description
The technical solution in the embodiments of the present invention will be further clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention:
example 1
As shown in fig. 1-2 and fig. 21-31, the connecting beam 1 of the fast-assembling steel structure of the present invention includes a base material section bar 1.11, a transverse connection composite section bar 1.12 and a vertical connection composite section bar 1.13; the base material section bar 1.11, the transverse connection composite section bar 1.12 and the vertical connection composite section bar 1.13 are connected in a bending shape, and the vertical connection composite section bar 1.13 is provided with a vertical column clamping groove 1.15 for being matched and inserted with the vertical column 2.
As shown in fig. 21-25, one of the connecting beam structures, connecting beam five 1.5, is provided with a transverse connecting composite profile 1.12 above a base material profile 1.11, and one side of the base material profile 1.11 is provided with a vertical connecting composite profile 1.13. The top surface of the vertical connecting composite section bar 1.13 is flush with the base material section bar 1.11.
The connecting beam can be produced by scribing, cutting and welding, and the final step of the connecting beam is to spray 1-2 layers of anticorrosive paint, such as acrylic, epoxy or polyurethane anticorrosive paint, or to spray plastic, such as epoxy or acrylic, to obtain the finished product. The connecting beam can also be formed by marking lines on the corresponding surface of the base material section according to the design density of the cross braces and the vertical columns, or a special die is arranged, the length of the section of the corresponding vertical connecting composite section is cut and then welded according to the marking lines, and vertical column clamping grooves are reserved; and obtaining a finished connecting beam.
Example 2
As shown in fig. 17-20, one of the connecting beam structures, connecting beam four 1.4, the bottom surface of the vertical connecting composite section bar 1.13 is flush with the base section bar 1.11. The rest is the same as example 1.
Example 3
As shown in fig. 17-20, the vertically connecting composite profiles 1.13 are located between the top and bottom surfaces of the base profile 1.11. The rest is the same as example 1.
Example 4
As shown in fig. 12-16, one of the connecting beam structures, the connecting beam three 1.3, one side of the base material section bar 1.11 is provided with a vertical connecting composite section bar 1.13, a transverse connecting composite section bar 1.12 is arranged above the base material section bar 1.11, and the transverse connecting composite section bar 1.12 is provided with a transverse support clamping groove 1.14 for being matched and inserted with the transverse support 3. The end part of the base material section bar 1.11 extends out of the vertical connecting composite section bar 1.13 and the transverse connecting composite section bar 1.12, and the transverse support clamping groove 1.14 is arranged to extend inwards from the end part of the base material section bar 1.11; the vertical column clamping grooves 1.15 are arranged in an inward extending mode from the cross brace clamping grooves 1.14 at the end parts; the cross brace clamping grooves 1.14 and the vertical column clamping grooves 1.15 are arranged in a staggered mode. The connecting beam can also be formed by marking lines on the corresponding surface of the base material section according to the design density of the cross braces and the vertical columns, or a special die is arranged, the section length of the corresponding transverse connecting composite section is cut and then welded according to the marking lines, and a cross brace clamping groove is reserved;
the top surface of the vertical connecting composite section bar 1.13 is flush with the base material section bar 1.11.
Example 5
As shown in fig. 12-16, the bottom surface of the vertical connecting composite profile 1.13 is flush with the base profile 1.11. The rest is the same as example 4.
Example 6
As shown in fig. 7-11, one of the connecting beam structures, the connecting beam two 1.2 and the vertical connecting composite section bar 1.13 are positioned between the top surface and the bottom surface of the base material section bar 1.11. The rest is the same as example 4.
Example 7
As shown in fig. 3-6, one of the connecting beam structures, the connecting beam 1.1, the transverse connecting composite section 1.12 is arranged above the base material section 1.11, the transverse connecting composite section 1.12 is provided with a transverse support clamping groove 1.14, the volume of the transverse support clamping groove is 51 × 100mm, the transverse distance, the center distance and 700mm, and is used for being matched and inserted with a transverse support; one side of the transverse connecting composite section bar 1.12 is provided with a vertical connecting composite section bar 1.13. Vertical column clamping grooves are formed in the vertical connecting composite section bar 1.13, the vertical column clamping grooves are 81 mm multiplied by 80mm, and the groove distance, the center distance and 1210mm are obtained.
The end part of the base material section bar 1.11 extends out of the vertical connecting composite section bar 1.13 and the transverse connecting composite section bar 1.12, and the transverse support clamping groove 1.14 is arranged to extend inwards from the end part of the base material section bar 1.11; the vertical column clamping grooves 1.15 are arranged in an inward extending mode from the cross brace clamping grooves 1.14 at the end parts; the cross brace clamping grooves 1.14 and the vertical column clamping grooves 1.15 are arranged in a staggered mode.
The connecting beam is formed by combining three independent sectional materials into a whole through mechanical connection, the base material sectional material, the transverse connecting composite sectional material which is combined and connected up and down, and the vertical connecting composite sectional material which is combined and connected with the left side and the right side are fixed into a special-shaped component.
The base material section can adopt 100 multiplied by 2.0 multiplied by 6000mm of square steel, the cross brace can adopt 50 multiplied by 100 multiplied by 2.0 multiplied by 6000mm of square steel, the vertical column can adopt 80 multiplied by 2.0 multiplied by 6000mm of square steel, the base material section, the transverse connection composite section, the vertical connection composite section, the cross brace and the vertical column are all made of Q345 hot galvanizing rectangular steel. The left side of the outer edge of the base material section is aligned with the left side, the right side of the outer edge of the base material section is aligned with the right side, and the transverse connection composite section is compositely fixed on the base material section through welding, wire bonding or bonding agent and wire bonding; the vertical connecting composite section bar is compositely fixed on the base material section bar through welding, wire connection or adhesive and wire connection.
The three sections are welded into a whole, cutting is carried out according to the density of a designed cross brace, namely a building steel structure, the clamping groove part is reserved in advance during welding and is not welded, if the span of the section with the cross brace 1-4100 multiplied by 50 multiplied by 2.0mm is 4000mm, the root distance is 600mm, the specification of the clamping groove 1-10 is 51mm, the section is processed by adopting the same method according to the density of designed vertical columns, if the floor height is 3000, the column distance is 1200mm, and the specification of the cutting clamping groove 1-9 is 101 multiplied by 50 mm. The rest is the same as example 1.
Example 8
As shown in fig. 1 to 34, the connection beam 1 is connected and extended by the beam connector 4; the beam connecting piece 4 is a square connecting pipe or a U-shaped connecting plate or a bending connecting plate. The tie-beam is the load support body of connecting vertical column and stull, and the length of tie-beam has decided the length of building simultaneously, and the tie-beam accessible roof beam connecting piece realizes wantonly long. The rest is the same as example 7.
The utility model discloses in to the direction of structure and the description of relative position relation, it is right not to constitute like the description from top to bottom all around the utility model discloses a restriction only is the description convenient.
Claims (10)
1. A quick-mounting steel structure connecting beam is characterized in that a connecting beam (1) comprises a base material section bar (1.11), a transverse connecting composite section bar (1.12) and a vertical connecting composite section bar (1.13); the base material section bar (1.11), the transverse connection composite section bar (1.12) and the vertical connection composite section bar (1.13) are connected to form a bent shape, and the vertical connection composite section bar (1.13) is provided with a vertical column clamping groove (1.15) for being matched and inserted with the vertical column (2).
2. The connecting beam for the fast-assembling steel structures as claimed in claim 1, characterized in that the transverse connecting composite profile (1.12) is arranged above the base material profile (1.11), and the vertical connecting composite profile (1.13) is arranged on one side of the base material profile (1.11).
3. The connecting beam of the fast-assembling steel structure as claimed in claim 2, characterized in that the top surface of the vertical connecting composite section bar (1.13) is flush with the base material section bar (1.11).
4. The connecting beam of the fast-assembling steel structure as claimed in claim 2, characterized in that the bottom surface of the vertical connecting composite section bar (1.13) is flush with the base material section bar (1.11).
5. The connecting beam of the fast-assembling steel structure as claimed in claim 2, characterized in that the top and bottom surfaces of the vertical connecting composite profiles (1.13) are located between the top and bottom surfaces of the base profile (1.11).
6. The connecting beam for the fast-assembling steel structures as claimed in claim 1, wherein one side of the base material section (1.11) is provided with a vertical connecting composite section (1.13), a transverse connecting composite section (1.12) is arranged above the base material section (1.11), and the transverse connecting composite section (1.12) is provided with a transverse support clamping groove (1.14) for being matched and inserted with the transverse support (3).
7. The connecting beam with the fast-assembling steel structure as claimed in claim 6, characterized in that the top surface of the vertical connecting composite section bar (1.13) is flush with the base material section bar (1.11); or the bottom surface is flush with the base material section bar (1.11); or the top surface and the bottom surface of the vertical connecting composite section bar (1.13) are positioned between the top surface and the bottom surface of the base material section bar (1.11).
8. The connecting beam with the fast-assembling steel structure as claimed in claim 1, characterized in that a transverse connecting composite section (1.12) is arranged above the base material section (1.11), and a cross brace clamping groove (1.14) is formed in the transverse connecting composite section (1.12) and is used for being matched and inserted with a cross brace; one side of the transverse connecting composite section bar (1.12) is provided with a vertical connecting composite section bar (1.13).
9. The connecting beam for the fast-assembling steel structures as claimed in claim 6 or 8, characterized in that the end part of the base material section bar (1.11) extends out of the vertical connecting composite section bar (1.13) and the transverse connecting composite section bar (1.12) to be arranged, and the cross brace clamping grooves (1.14) are inwards extended from the end part of the base material section bar (1.11); the vertical column clamping grooves (1.15) are arranged from the cross brace clamping grooves (1.14) at the end parts in an inward extending mode; the cross brace clamping grooves (1.14) and the vertical column clamping grooves (1.15) are arranged in a staggered mode.
10. The quick-assembling steel structure connecting beam as claimed in any one of claims 1 to 8, wherein the connecting beam (1) is connected and extended by a beam connecting member (4); the beam connecting piece (4) is a square connecting pipe or a U-shaped connecting plate or a bending connecting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020247019.7U CN212271396U (en) | 2020-03-03 | 2020-03-03 | Fast-assembling steel construction tie-beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020247019.7U CN212271396U (en) | 2020-03-03 | 2020-03-03 | Fast-assembling steel construction tie-beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212271396U true CN212271396U (en) | 2021-01-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020247019.7U Active CN212271396U (en) | 2020-03-03 | 2020-03-03 | Fast-assembling steel construction tie-beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212271396U (en) |
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2020
- 2020-03-03 CN CN202020247019.7U patent/CN212271396U/en active Active
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