CN213330158U - A consolidate bearing structure for building engineering - Google Patents
A consolidate bearing structure for building engineering Download PDFInfo
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- CN213330158U CN213330158U CN202022067044.XU CN202022067044U CN213330158U CN 213330158 U CN213330158 U CN 213330158U CN 202022067044 U CN202022067044 U CN 202022067044U CN 213330158 U CN213330158 U CN 213330158U
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- Prior art keywords
- vertical
- supporting beam
- vertical supporting
- support structure
- support
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- 230000008093 supporting effect Effects 0.000 claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000000712 assembly Effects 0.000 claims description 7
- 238000000429 assembly Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims 2
- 238000010168 coupling process Methods 0.000 claims 2
- 238000005859 coupling reaction Methods 0.000 claims 2
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000006978 adaptation Effects 0.000 abstract description 3
- 230000001174 ascending effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a consolidate bearing structure for building engineering relates to building engineering technical field. The utility model discloses a: a vertical support beam configured to be spliced to form a length adjustable; the bottom telescopic mechanism is arranged at the bottom of the vertical supporting beam, one end of the bottom telescopic mechanism is in contact with the ground, and the other end of the bottom telescopic mechanism upwards supports the vertical supporting beam. Through setting up vertical supporting beam, vertical supporting beam is the concatenation formula in order to reach length adjustable function, so can adapt to the not building body of co-altitude, need not prefabricate in advance, only need to change its length through the concatenation in order to form the adaptation with the building body, set up bottom telescopic machanism in vertical supporting beam's bottom in addition, when using, give vertical supporting beam an ascending power, make vertical supporting beam up remove, can enough change the whole length of this equipment, can also make this kind of equipment be convenient for install the bottom and the installation more firm at the building body.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a consolidate bearing structure for building engineering.
Background
At present, as the existing house buildings all require to reach a certain quakeproof level, the common buildings all adopt cast-in-place floors and shear wall structures, so that the building template support structure is generally applied, the national wood is increasingly lacked, the forest cutting is limited in the south and north China, and the steel building template support structure will become a trend of the future cast-in-place concrete support frame.
The existing reinforcing support structure is fixed in length and can only be prefabricated in advance to reinforce and support a specific building structure, the prefabrication process is long, and the reinforcing support structure cannot be applied to the building reinforcing support in time, so that the reinforcing support structure for the building engineering is designed to be suitable for building structures with different heights.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a reinforced support structure for building engineering.
The utility model provides a pair of a consolidate bearing structure for building engineering, include: a vertical support beam configured to be spliced to form a length adjustable; the bottom telescopic machanism, the bottom telescopic machanism sets up vertical supporting beam's bottom, its one end and ground contact, other end upwards support vertical supporting beam to constitute and consolidate the support to the building body.
Furthermore, the vertical supporting beam comprises two vertical supporting rod assemblies which are parallel to each other, and the two supporting rod assemblies are connected through a horizontal reinforcing rib.
Further, the supporting rod assembly comprises a plurality of bearing rods which are connected in sequence, one adjacent ends of the bearing rods are connected through a sleeve, and the sleeve and the bearing rods are fixed through bolts.
Furthermore, a vertical dovetail groove is formed in one opposite side of each of the two load-bearing rods at the same height, two ends of each reinforcing rib are formed into connecting portions matched with the dovetail grooves, and the connecting portions are fixed with the load-bearing rods through bolts.
Furthermore, the bottom telescopic machanism is two for setting up the extensible member of bracing piece subassembly bottom, the extensible member includes a vertical to connecting pipe, the both ends of connecting pipe are all inserted and are equipped with a atress board, two all articulated an actuating lever in the both sides that correspond rather than length direction on the atress board, still including setting up the connecting pipe is along the screw thread piece of its length direction both sides, and lie in two actuating levers with one side respectively with the top and the bottom of screw thread piece form articulated, the both sides that lie in its length direction on the connecting pipe and correspond all are constructed a vertical to spout, two run through and screw-thread fit have a screw rod that passes between the screw thread piece, the tip of screw rod is constructed a rocker.
Furthermore, the top of the supporting rod component is provided with a top plate which is in contact with the building body, the bottom of the supporting rod component is fixedly provided with a first horizontal connecting plate, the top of the telescopic piece is provided with a second horizontal connecting plate, the first connecting plate and the second connecting plate are fixed through bolts, the bottom of the telescopic piece is fixedly provided with a horizontal fixing plate, and the bottom of the fixing plate is in contact with the ground.
Compared with the prior art, the utility model provides a consolidate bearing structure for building engineering has following beneficial effect:
the utility model provides a beneficial effect that a reinforced support structure for building engineering possesses as follows:
the utility model discloses a set up vertical supporting beam, vertical supporting beam is the concatenation formula in order to reach length adjustable function, so can adapt to the not building body of co-altitude, need not prefabricate in advance, only need change its length through the concatenation in order to form the adaptation with the building body, set up bottom telescopic machanism in vertical supporting beam's bottom in addition, when using, give an ascending power of vertical supporting beam, make vertical supporting beam up move, can enough change the whole length of this equipment, can also make this kind of equipment be convenient for install the bottom at the building body and install more firmly.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
fig. 2 is a side view of the present invention;
fig. 3 is a cross-sectional view along the direction a-a of the present invention.
Reference numbers in the figures: 1. a vertical support beam; 11. a load-bearing bar; 12. a sleeve; 13. reinforcing ribs; 131. a connecting portion; 14. a top plate; 15. a first connecting plate; 2. a bottom telescoping mechanism; 21. a connecting pipe; 22. a stress plate; 23. a fixing plate; 24. a drive rod; 25. a second connecting plate; 26. a thread block; 27. a screw; 28. a rocker.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1, an embodiment of the present invention provides a reinforced supporting structure for construction engineering, including: a vertical support beam 1 configured to be spliced to be adjustable in length; bottom telescopic machanism 2, bottom telescopic machanism 2 sets up the bottom at vertical supporting beam 1, its one end and ground contact, the other end upwards supports vertical supporting beam 1, support with the constitution is consolidated to the building body, in this embodiment, through setting up vertical supporting beam 1, vertical supporting beam 1 is in order to reach length-adjustable's function for the concatenation formula, so can adapt to the not building body of co-altitude, need not prefabricate in advance, only need change its length through the concatenation in order to form the adaptation with the building body, in addition set up bottom telescopic machanism 2 in vertical supporting beam 1's bottom, when using, give 1 ascending power of vertical supporting beam, make vertical supporting beam 1 up move, can enough change the whole length of this equipment, can also make this kind of equipment be convenient for install in the bottom of the building body and install more firm.
Referring to fig. 1, in some embodiments, the vertical support beam 1 includes two vertical support rod assemblies parallel to each other, and the two support rod assemblies are connected by a horizontal reinforcing rib 13.
In order to realize the splicing of the support bar assembly, please refer to fig. 1, the above embodiment is further optimized, the support bar assembly includes a plurality of sequentially connected load-bearing bars 11, adjacent ends of the plurality of sequentially connected load-bearing bars are connected by a sleeve 12, and the sleeve 12 is fixed with the load-bearing bars 11 by bolts.
In this embodiment, through the mode of the bearing bar 11 of pegging graft at the both ends of sleeve pipe 12, can assemble the concatenation to the bracing piece subassembly according to the height of the building body to change the length of bracing piece subassembly, make this kind support reinforced structure simpler when the structure shaping, it needs to notice that the bolt here runs through bearing bar 11 and sleeve pipe 12 respectively, closes the nut again at the other end soon, can accomplish fixedly.
In order to facilitate the installation of the reinforcing ribs 13, please refer to fig. 3, in some embodiments, a vertical dovetail groove is formed on each of two opposite sides of the two load-bearing bars 11 at the same height, two ends of the reinforcing ribs 13 are formed as connecting portions 131 adapted to the dovetail grooves, the connecting portions 131 and the load-bearing bars 11 are fixed by bolts, when in use, the connecting portions 131 at two ends of the reinforcing ribs 13 are aligned to the dovetail grooves, and are moved to the central portion to be fixed by bolts, and a plurality of reinforcing ribs 13 can also be installed therein, so as to enhance the firmness of the apparatus.
Referring to fig. 1, in some embodiments, the bottom telescoping mechanism 2 is a telescoping member disposed at the bottom of two support rod assemblies, the telescoping member includes a vertical connecting tube 21, two ends of the connecting tube 21 are respectively inserted with a stress plate 22, two sides of the two stress plates 22 corresponding to the length direction thereof are respectively hinged with a driving rod 24, the bottom telescoping mechanism further includes threaded blocks 26 disposed at two sides of the connecting tube 21 along the length direction thereof, the two driving rods 24 located at the same side are respectively hinged with the top and the bottom of the threaded blocks 26, two sides of the connecting tube 21 corresponding to the length direction thereof are respectively configured with a vertical sliding slot, a screw 27 having bidirectional threads and passing through the sliding slot passes through and is in threaded fit with the two threaded blocks 26, and a rocker 28 is configured at the end of the screw 27.
In this embodiment, during the use, rotate rocker 28, screw 27 rotates, because screw 27 is two-way threaded screw 27, so can drive two screw blocks 26 toward its central point rigidity, so lie in the contained angle increase between two actuating levers 24 of same side, consequently can drive the atress board 22 that lies in the top and rise, so can drive the support rod subassembly and rise, can strengthen the reinforcement supporting effect to the building body like this.
In addition, in some embodiments, the top of the support rod assembly is configured with a top plate 14 contacting with the building body, the bottom of the support rod assembly is fixed with a horizontal connecting plate one 15, the top of the expansion piece is configured with a horizontal connecting plate two 25, the connecting plate one 15 and the connecting plate two 25 are fixed through bolts, the bottom of the expansion piece is fixed with a horizontal fixing plate 23, and the bottom of the fixing plate 23 contacts with the ground.
It should be noted that the fixing plate 23 is fixed to the lower force-bearing plate 22.
The above is only the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention can be used in other related technical fields, directly or indirectly, or in the same way as the present invention.
Claims (6)
1. A reinforced support structure for use in construction work, comprising:
a vertical support beam (1) configured to be spliced to form a length adjustable;
bottom telescopic machanism (2), bottom telescopic machanism (2) set up the bottom of vertical supporting beam (1), its one end and ground contact, the other end upwards supports vertical supporting beam (1) to constitute and consolidate the support to the building body.
2. The reinforced support structure for construction work according to claim 1, wherein the vertical support beam (1) comprises two vertical and mutually parallel support bar assemblies, which are connected by a horizontal reinforcement bar (13).
3. The reinforced support structure for constructional engineering as claimed in claim 2, wherein the support bar assembly comprises a plurality of load bearing bars (11) connected in series, adjacent ends of which are connected by a sleeve (12), the sleeve (12) being bolted to the load bearing bars (11).
4. The reinforced support structure for construction work according to claim 3, wherein a vertical dovetail groove is formed at the opposite side of each of the two load-bearing bars (11) at the same height, the reinforcing bars (13) are formed at both ends thereof into coupling parts (131) fitted to the dovetail grooves, and the coupling parts (131) are fixed to the load-bearing bars (11) by bolts.
5. The reinforced support structure for building engineering according to claim 4, wherein the bottom telescoping mechanism (2) is a telescoping member disposed at the bottom of the two support rod assemblies, the telescoping member includes a vertical connecting tube (21), a force-bearing plate (22) is inserted at both ends of the connecting tube (21), two driving rods (24) are hinged to both sides of the two force-bearing plates (22) corresponding to the length direction thereof, the reinforced support structure further includes thread blocks (26) disposed at both sides of the connecting tube (21) along the length direction thereof, the two driving rods (24) located at the same side are respectively hinged to the top and the bottom of the thread block (26), a vertical sliding groove is formed at both sides of the connecting tube (21) corresponding to the length direction thereof, a screw rod (27) penetrating through the sliding groove is penetrated and in threaded fit between the two thread blocks (26), the end of the threaded rod (27) is designed with a rocker (28).
6. The reinforcing support structure for construction engineering according to claim 5, wherein a top plate (14) contacting the building body is formed at the top of the support bar assembly, a horizontal connecting plate I (15) is fixed at the bottom of the support bar assembly, a horizontal connecting plate II (25) is formed at the top of the expansion member, the connecting plate I (15) and the connecting plate II (25) are fixed by bolts, a horizontal fixing plate (23) is fixed at the bottom of the expansion member, and the bottom of the fixing plate (23) contacts with the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022067044.XU CN213330158U (en) | 2020-09-18 | 2020-09-18 | A consolidate bearing structure for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022067044.XU CN213330158U (en) | 2020-09-18 | 2020-09-18 | A consolidate bearing structure for building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213330158U true CN213330158U (en) | 2021-06-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022067044.XU Expired - Fee Related CN213330158U (en) | 2020-09-18 | 2020-09-18 | A consolidate bearing structure for building engineering |
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| Country | Link |
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| CN (1) | CN213330158U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000694A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Overhanging type scaffold for decorating high and large space roof and installation method thereof |
| CN115162771A (en) * | 2022-06-02 | 2022-10-11 | 曾春凤 | Building construction adds rigid connection structure |
| CN116498095A (en) * | 2023-06-26 | 2023-07-28 | 山西八建集团有限公司 | Supporting mechanism for assisting installation of building conversion truss |
-
2020
- 2020-09-18 CN CN202022067044.XU patent/CN213330158U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000694A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Overhanging type scaffold for decorating high and large space roof and installation method thereof |
| CN115162771A (en) * | 2022-06-02 | 2022-10-11 | 曾春凤 | Building construction adds rigid connection structure |
| CN116498095A (en) * | 2023-06-26 | 2023-07-28 | 山西八建集团有限公司 | Supporting mechanism for assisting installation of building conversion truss |
| CN116498095B (en) * | 2023-06-26 | 2023-09-26 | 山西八建集团有限公司 | Supporting mechanism for assisting installation of building conversion truss |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210601 |