CN218323200U - Anti-seismic combined beam for house building - Google Patents
Anti-seismic combined beam for house building Download PDFInfo
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- CN218323200U CN218323200U CN202221714307.4U CN202221714307U CN218323200U CN 218323200 U CN218323200 U CN 218323200U CN 202221714307 U CN202221714307 U CN 202221714307U CN 218323200 U CN218323200 U CN 218323200U
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Abstract
The utility model relates to a building structure technical field discloses an antidetonation formula combination beam for housing construction, including first girder steel, the right-hand member outside of first girder steel is connected with the second girder steel, both sides all are connected with the fixed block around the first girder steel, the sixth through-hole has been seted up to the inside of second girder steel, the internal connection of sixth through-hole has the fifth bolt, the one end of fifth bolt is connected with the third nut, the utility model discloses set up first girder steel, first timber, second girder steel and fixed block, rotatory third nut takes off the third nut from the outside of fifth bolt, conveniently accomplishes the dismantlement to fixed block and second girder steel, and rotatory fourth nut takes off the fourth nut from the outside of sixth bolt, conveniently accomplishes the dismantlement to fixed block and first girder steel, and then accomplishes the separation of first girder steel and second girder steel, and the dismantlement step is simple, has improved dismouting efficiency, has solved the complicated problem that the dismantlement step is difficult to improve dismouting efficiency.
Description
Technical Field
The utility model relates to a building structure technical field specifically is an antidetonation formula combination beam for housing construction.
Background
The anti-seismic support limits the displacement of an attached electromechanical engineering facility, controls the vibration of the facility, and transmits load to various components or devices on a bearing structure, when strong vibration occurs, the anti-seismic support is not influenced by the vibration to achieve the anti-seismic purpose, in a simple way, anti-seismic measures are installed on electromechanical management equipment, the damage of the earthquake to electrical equipment in a building can be avoided and reduced by installing the anti-seismic support, the damage of the earthquake is reduced, the life and property safety of people is protected, and besides the anti-seismic support has the advantage of free combination, the anti-seismic support not only can be well coordinated with other hanging frames, but also can ensure that the whole installation has good compatibility with space conditions.
Chinese patent discloses a stand and embedded linking roof beam combination shock-resistant frame construction (announcement CN 207567940U), this patent technology, linking roof beam inserts and connects stand one and stand two through the opening on stand one and the stand two, and it is fixed through fixed steel sheet and high strength bolt, the fixity is good and easily be under construction, linking inside roof beam main reinforcement that is equipped with of roof beam, roof beam stirrup and diagonal rib, and the both ends welding anchor steel sheet at roof beam main reinforcement and diagonal rib, ensure linking the shock strength of roof beam, and can prevent that the diagonal rib that shears from taking place to slide, its ductility has been improved greatly, the anti-seismic effect has been improved, but the dismantlement step is complicated, be difficult to improve the problem of dismouting efficiency.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation formula combination beam for housing construction to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides an antidetonation formula combination beam for housing construction, includes first girder steel, the right-hand member outside of first girder steel is connected with the second girder steel, the upper and lower both sides of first girder steel all are connected with first timber beams, the upper and lower both sides of second girder steel all are connected with the second timber beams, the eighth through-hole has been seted up to the right-hand member of first girder steel, both sides all are connected with the fixed block around the right-hand member of first girder steel, the seventh through-hole has been seted up to the position that the inside of fixed block is close to the eighth through-hole, the internal connection of seventh through-hole has the sixth bolt, the one end of sixth bolt is connected with the fourth nut, the position that the seventh through-hole was kept away from to the inside of fixed block has seted up the fifth through-hole, the position that the inside of second girder steel is close to the fifth through-hole has seted up the sixth through-hole, the internal connection of sixth through-hole has the fifth bolt, the one end of fifth bolt is connected with the third nut.
As a further aspect of the present invention: the second through-hole has been seted up to the intermediate position of first girder steel, the position that the front side of first girder steel is close to the second through-hole is connected with the raking beam, first through-hole has been seted up to the one end of raking beam, the internal connection of first through-hole has the third bolt, the one end of third bolt is connected with first nut, the third through-hole has been seted up to the other end of raking beam, the internal connection of third through-hole has the fourth bolt, the other end of raking beam is connected with the second girder steel, the fourth through-hole has been seted up to the intermediate position of second girder steel, the internal connection that the one end of fourth bolt runs through the fourth through-hole has the second nut.
As a further aspect of the present invention: a plurality of second screw holes are formed in the upper side and the lower side of the first steel beam, a first screw hole is formed in the position, close to the second screw holes, of the inner portion of the first wood beam, and second bolts are connected to the inner portions of the first screw hole and the second screw holes.
As a further aspect of the present invention: a plurality of third screw holes are formed in the upper side and the lower side of the second steel beam, a fourth screw hole is formed in the position, close to the third screw holes, in the second wood beam, and first bolts are connected to the third screw holes and the fourth screw holes.
As a further aspect of the present invention: the first steel beam and the second steel beam are fixedly connected through fixing blocks.
As the utility model discloses further scheme again: one end of the diagonal bracing beam is fixedly connected with the first steel beam through a third bolt, and the other end of the diagonal bracing beam is fixedly connected with the second steel beam through a fourth bolt.
Compared with the prior art, the beneficial effects of the utility model are that:
1. set up first girder steel, first timber beams, the second timber beams, second girder steel and fixed block, rotatory second bolt, take out the second bolt from first screw, the inside of second screw, conveniently dismantle first girder steel and first timber beams, rotatory first bolt, take out first bolt from the third screw, the inside of fourth screw, conveniently dismantle second girder steel and second timber beams, rotatory third nut, take off third nut from the outside of fifth bolt, conveniently accomplish the dismantlement to fixed block and second girder steel, rotatory fourth nut, take off fourth nut from the outside of sixth bolt, conveniently accomplish the dismantlement to fixed block and first girder steel, and then accomplish the separation of first girder steel and second girder steel, the dismantlement step is simple, the dismouting efficiency is improved, the problem that the dismantlement step is complicated has been solved, it is difficult to improve the dismouting efficiency.
2. The diagonal bracing beam, the third bolt and the fourth bolt are arranged, the third bolt is inserted into the first through hole and the second through hole, the third bolt is sleeved with the first nut to be screwed, then the fourth bolt is inserted into the third through hole and the fourth through hole, and the fourth nut is sleeved to be screwed, so that the two ends of the diagonal bracing beam are fixedly connected with the first steel beam and the second steel beam respectively, the connection stability between the first steel beam and the second steel beam is improved, and the anti-seismic effect is greatly improved.
Drawings
Fig. 1 is a schematic structural view of an anti-seismic composite girder for a building construction;
FIG. 2 is a side cross-sectional view of a first wood beam and a first steel beam of an earthquake-resistant composite beam for use in building construction;
FIG. 3 is a side sectional view of a second wood beam and a second steel beam of an anti-seismic composite girder for a building construction;
fig. 4 is a top sectional view of a fixing block in an earthquake-resistant composite girder for building construction.
In the figure: 1. a first steel beam; 2. a first wood beam; 3. a diagonal bracing beam; 4. a second wood beam; 5. a second steel beam; 6. a first bolt; 7. a second bolt; 8. a first screw hole; 9. a second screw hole; 10. a first through hole; 11. a second through hole; 12. a first nut; 13. a third bolt; 14. a third screw hole; 15. a fourth screw hole; 16. a fourth bolt; 17. a third through hole; 18. A fourth via hole; 19. a second nut; 20. a fifth through hole; 21. a sixth through hole; 22. a third nut; 23. a fixed block; 24. a fifth bolt; 25. a fourth nut; 26. an eighth through hole; 27. a sixth bolt; 28. a seventh via.
Detailed Description
Please refer to fig. 1-4, in an embodiment of the present invention, an anti-seismic composite beam for house building, including first steel beam 1, the right-hand side outside of first steel beam 1 is connected with second steel beam 5, the upper and lower both sides of first steel beam 1 are all connected with first wooden beam 2, the upper and lower both sides of second steel beam 5 are all connected with second wooden beam 4, eighth through-hole 26 has been seted up to the right-hand side of first steel beam 1, both sides all are connected with fixed block 23 around the right-hand side of first steel beam 1, seventh through-hole 28 has been seted up to the position that the inside of fixed block 23 is close to eighth through-hole 26, the internal connection of seventh through-hole 28 has sixth bolt 27, the one end of sixth bolt 27 is connected with fourth nut 25, fifth through-hole 20 has been seted up to the position that seventh through-hole 28 was kept away from to the inside of fixed block 23, sixth through-hole 21 has been seted up to the position that the inside of second steel beam 5 is close to fifth through-hole 20, the internal connection of sixth through-hole 21 has fifth bolt 24, the one end is connected with third nut 22.
In fig. 2 and 3: the second through hole 11 has been seted up to the intermediate position of first girder steel 1, the position that the front side of first girder steel 1 is close to second through hole 11 is connected with bracing beam 3, first through hole 10 has been seted up to the one end of bracing beam 3, the internal connection of first through hole 10 has third bolt 13, the one end of third bolt 13 is connected with first nut 12, third through hole 17 has been seted up to the other end of bracing beam 3, the internal connection of third through hole 17 has fourth bolt 16, the other end of bracing beam 3 is connected with second girder steel 5, fourth through hole 18 has been seted up to the intermediate position of second girder steel 5, the internal connection that the one end of fourth bolt 16 runs through fourth through hole 18 has second nut 19, insert first through hole 10 with third bolt 13, the inside of second through hole 11, and sheathe first nut 12 in and screw up, insert fourth bolt 16 in third through hole 17 afterwards, the inside of fourth through hole 18, and sheathe in fourth nut 25 screws up, be favorable to realizing that the both ends of bracing beam 3 respectively with first through 1, second through hole 5 fixed connection, be favorable to improve first girder steel 1, be favorable to the stability between the second girder steel 5 greatly, the girder steel is connected, the stability of second girder steel has been improved.
In fig. 1 and 2: a plurality of second screw 9 has been seted up to the upper and lower both sides of first girder steel 1, and first screw 8 has been seted up to the inside position that is close to second screw 9 of first timber beams 2, and the internal connection of first screw 8 and second screw 9 has second bolt 7, and rotatory second bolt 7 takes out second bolt 7 from the inside of first screw 8, second screw 9, conveniently dismantles first girder steel 1 and first timber beams 2.
In fig. 1 and 3: a plurality of third screw 14 has been seted up to the upper and lower both sides of second girder steel 5, and fourth screw 15 has been seted up to the inside position that is close to third screw 14 of second timber beams 4, and the internal connection of third screw 14 and fourth screw 15 has first bolt 6, and rotatory first bolt 6 takes out first bolt 6 from the inside of third screw 14, fourth screw 15, conveniently dismantles second girder steel 5 and second timber beams 4.
In fig. 4: first girder steel 1 and second girder steel 5 pass through fixed block 23 fixed connection, and rotatory third nut 22 takes off third nut 22 from the outside of fifth bolt 24, conveniently accomplishes the dismantlement to fixed block 23 and second girder steel 5, and rotatory fourth nut 25 takes off fourth nut 25 from the outside of sixth bolt 27, conveniently accomplishes the dismantlement to fixed block 23 and first girder steel 1, and then accomplishes the separation of first girder steel 1 and second girder steel 5.
In fig. 2 and 3: one end of the diagonal bracing beam 3 is fixedly connected with the first steel beam 1 through the third bolt 13, and the other end of the diagonal bracing beam 3 is fixedly connected with the second steel beam 5 through the fourth bolt 16, so that the connection stability between the first steel beam 1 and the second steel beam 5 is improved, and the anti-seismic effect is greatly improved.
The utility model discloses a theory of operation is: the second bolt 7 is rotated, the second bolt 7 is taken out from the first screw hole 8 and the inside of the second screw hole 9, the first steel beam 1 and the first wood beam 2 are conveniently disassembled, the first bolt 6 is rotated, the first bolt 6 is taken out from the third screw hole 14 and the inside of the fourth screw hole 15, the second steel beam 5 and the second wood beam 4 are conveniently disassembled, the fourth nut 25 is rotated, the fourth nut 25 is taken down from the outer side of the sixth bolt 27, the fixed block 23 and the first steel beam 1 are conveniently disassembled, the first steel beam 1 and the second steel beam 5 are further separated, the disassembling steps are simple, the disassembling efficiency is improved, in the using process, the two ends of the inclined support beam 3 are respectively fixedly connected with the first steel beam 1 and the second steel beam 5, the connecting stability between the first steel beam 1 and the second steel beam 5 is favorably improved, and the anti-seismic effect is greatly improved.
The above-mentioned, only be the embodiment of the preferred of the present invention, nevertheless the utility model discloses a protection scope is not limited to this, and any technical personnel familiar with this technical field is in the technical scope of the utility model discloses an according to the utility model discloses a technical scheme and utility model design in addition the replacement of equality or change, all should be covered within the protection scope of the utility model.
Claims (6)
1. The utility model provides an antidetonation formula composite beam for housing construction, includes first girder steel (1), the right-hand member outside of first girder steel (1) is connected with second girder steel (5), its characterized in that, the upper and lower both sides of first girder steel (1) all are connected with first timber beams (2), the upper and lower both sides of second girder steel (5) all are connected with second timber beams (4), eighth through-hole (26) have been seted up to the right-hand member of first girder steel (1), both sides all are connected with fixed block (23) around the right-hand member of first girder steel (1), seventh through-hole (28) have been seted up to the inside position that is close to eighth through-hole (26) of fixed block (23), the internal connection of seventh through-hole (28) has sixth bolt (27), the one end of sixth bolt (27) is connected with fourth nut (25), fifth through-hole (20) has been seted up to the inside position that is kept away from seventh through-hole (28) of fixed block (23), sixth through-hole (21) has been seted up to the inside position that is close to fifth through-hole (20) of second girder steel (5), the inside of sixth through-hole (21) is connected with fifth bolt (24), fifth nut (24) one end of fifth bolt (24).
2. The anti-seismic combined beam for the house building according to claim 1, characterized in that a second through hole (11) is formed in the middle of the first steel beam (1), a raking beam (3) is connected to the position, close to the second through hole (11), of the front side of the first steel beam (1), a first through hole (10) is formed in one end of the raking beam (3), a third bolt (13) is connected to the inside of the first through hole (10), a first nut (12) is connected to one end of the third bolt (13), a third through hole (17) is formed in the other end of the raking beam (3), a fourth bolt (16) is connected to the inside of the third through hole (17), the other end of the raking beam (3) is connected to the second steel beam (5), a fourth through hole (18) is formed in the middle of the second steel beam (5), and a second nut (19) is connected to one end of the fourth bolt (16) through the inside of the fourth through hole (18).
3. The anti-seismic combination beam for the house building according to claim 1, characterized in that a plurality of second screw holes (9) are formed in the upper side and the lower side of the first steel beam (1), a first screw hole (8) is formed in the position, close to the second screw hole (9), of the inside of the first wood beam (2), and a second bolt (7) is connected to the inside of the first screw hole (8) and the inside of the second screw hole (9).
4. The anti-seismic combination beam for the house building according to claim 1, wherein a plurality of third screw holes (14) are formed in the upper side and the lower side of the second steel beam (5), a fourth screw hole (15) is formed in the position, close to the third screw hole (14), of the inside of the second wood beam (4), and a first bolt (6) is connected to the inside of the third screw hole (14) and the fourth screw hole (15).
5. An earthquake-resistant composite beam for building construction according to claim 1, characterized in that the first steel beam (1) and the second steel beam (5) are fixedly connected by a fixing block (23).
6. An earthquake-resistant composite beam for building construction according to claim 2, wherein one end of the raker beam (3) is fixedly connected with the first steel beam (1) through a third bolt (13), and the other end of the raker beam (3) is fixedly connected with the second steel beam (5) through a fourth bolt (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221714307.4U CN218323200U (en) | 2022-06-29 | 2022-06-29 | Anti-seismic combined beam for house building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221714307.4U CN218323200U (en) | 2022-06-29 | 2022-06-29 | Anti-seismic combined beam for house building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218323200U true CN218323200U (en) | 2023-01-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221714307.4U Active CN218323200U (en) | 2022-06-29 | 2022-06-29 | Anti-seismic combined beam for house building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218323200U (en) |
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2022
- 2022-06-29 CN CN202221714307.4U patent/CN218323200U/en active Active
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