CN217353553U - Building structure designs floor roof beam reinforced structure - Google Patents
Building structure designs floor roof beam reinforced structure Download PDFInfo
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- CN217353553U CN217353553U CN202220292670.5U CN202220292670U CN217353553U CN 217353553 U CN217353553 U CN 217353553U CN 202220292670 U CN202220292670 U CN 202220292670U CN 217353553 U CN217353553 U CN 217353553U
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- girder
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- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000003032 molecular docking Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 8
- 210000001503 joint Anatomy 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
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Abstract
The utility model relates to a reinforced concrete roof beam technical field especially relates to a building structure design floor roof beam reinforced structure, has solved among the prior art girder that adopts and has not carried out reinforced structure to the girder after watering, however, its bottom template still has the risk that drops in the end time after the watering is accomplished, in case the bottom template appears dropping, then can lead to the fact the problem of threat to constructor's safety. The utility model provides a building structure designs floor roof beam reinforced structure, includes the girder and connects the template at every lateral wall of girder, and the top of girder is provided with the roof, and the bottom both sides of girder all are provided with the bottom connecting piece, and the bottom connecting piece is L shape, and the top of the horizontal segment of bottom connecting piece contacts with the bottom of template. The utility model provides the high fastening nature of being connected of template and girder to avoid the risk that the template dropped, improved the security of work progress, carried out the assurance to constructor's personal health simultaneously.
Description
Technical Field
The utility model relates to a reinforced concrete roof beam technical field especially relates to a building structure design floor roof beam reinforced structure.
Background
The reinforced concrete beam is a beam made of reinforced concrete material. The reinforced concrete beam can be made into an independent beam, or can be combined with a reinforced concrete slab to form an integral beam-plate type floor system, or can be combined with a reinforced concrete column to form an integral single-layer or multi-layer frame. The reinforced concrete beam has various forms, is the most basic bearing component in engineering structures such as house buildings, bridge buildings and the like, and has extremely wide application range. In the construction process of the concrete beam, a frame needs to be built at first, and a clamp needs to fix a plastic template when the frame is built.
However, the main beam adopted in the prior art has no structure for reinforcing the main beam after being poured, however, the bottom template of the main beam still has a risk of falling within a period of time after the pouring is completed, and once the bottom template falls, the safety of a constructor is threatened.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a building structure designs floor roof beam reinforced structure has solved among the prior art girder that adopts and has watered and not have carried out reinforced (rfd) structure to the girder after, however, the girder still has the risk that drops in its bottom template in the end time after the watering is accomplished, in case the bottom template appears dropping, then can lead to the fact the problem of threat to constructor's safety.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a building structure designs floor roof beam reinforced structure, includes the girder and connects the template at every lateral wall of girder, the top of girder is provided with the roof, the bottom both sides of girder all are provided with the bottom connecting piece, the bottom connecting piece is L shape, the top of the horizontal segment of bottom connecting piece and the bottom contact of template, the one end fixedly connected with connecting plate of the vertical section of bottom connecting piece, the connecting plate is connected with the bottom of roof through a plurality of butt-joint structural.
Preferably, the butt joint structure comprises a screw rod vertically arranged at the bottom of the top plate and a sleeve movably connected with the top of the connecting plate, the inner ring of the sleeve is matched with the diameter of the screw rod, and an internal thread is formed in the inner ring of the sleeve.
Preferably, one end of the screw rod, which is far away from the sleeve, is rotatably connected with an ear seat fixedly connected with a bolt at the bottom of the top plate through a pin shaft.
Preferably, telescopic bottom is provided with the bottom plate with connecting plate top bolt fixed connection, the top fixedly connected with riser of bottom plate, the round hole has been seted up to one side of riser, the inside ring of rotating the connection bottom the sleeve that cup joints of round hole.
Preferably, the outer ring of the sleeve is sleeved with the handle, and the outer ring of the handle is provided with the anti-slip groove.
Preferably, two between the bottom connecting piece and be located the bottom position of girder and be provided with a plurality of horizontal pole along the horizontal direction of girder, the equal fixedly connected with fixed plate in both ends of horizontal pole, two one side that the fixed plate is relative respectively with the one end bolt fixed connection of adjacent bottom connecting piece horizontal segment.
The utility model discloses possess following beneficial effect at least:
through the setting of bottom connecting piece and butt-joint structural, thereby accessible butt-joint structural is connected bottom connecting piece and roof and carries out spacing reinforcement to each template, improves the fastening nature of being connected of template and girder to avoid the risk that the template dropped, improved the security of work progress, carried out the assurance to constructor's personal health simultaneously.
The utility model discloses still possess following beneficial effect:
the top plate is placed at the top of the main beam before the main beam is arranged, after the main beam is arranged, the templates are connected to each side wall of the main beam, cement can be poured into the main beam, two bottom connecting pieces are connected to two sides of the bottom of the main beam, namely two sides of the bottom templates, the sleeves at the tops of the connecting plates are pulled to enable the circular rings to move in the circular holes of the vertical plates and move to the end parts of the sleeves to be in contact with the end parts of the screws, the sleeves can be connected with the screws in a threaded manner by holding the handles to rotate the sleeves, so that the bottom connecting pieces are connected with the top plate, the connection tightness is ensured, each template is limited, the bottom connecting pieces and the top plate can be connected through the butt joint structures so as to limit and reinforce each template, the connection tightness between the template and the main beam is improved, the risk of template falling is avoided, and the safety of the construction process is improved, meanwhile, the personal health of constructors is guaranteed.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without any creative effort.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the top plate structure of the present invention;
FIG. 3 is a schematic view of the structure of the bottom connecting member of the present invention;
fig. 4 is a schematic view of the butt structure of the present invention.
In the figure: 1. a main beam; 2. a top plate; 3. a bottom connector; 4. a butt joint structure; 5. a cross bar; 6. a fixing plate; 7. a connecting plate; 401. a base plate; 402. a circular hole; 403. a vertical plate; 404. a circular ring; 405. a sleeve; 406. a grip; 407. a screw; 408. an ear seat.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1-4, a building structure design floor beam reinforced structure comprises a main beam 1 and a template connected to each side wall of the main beam 1, wherein a top plate 2 is arranged at the top of the main beam 1, bottom connecting pieces 3 are respectively arranged at two sides of the bottom of the main beam 1, the bottom connecting pieces 3 are L-shaped, the top of the horizontal section of each bottom connecting piece 3 is contacted with the bottom of the template, one end of the vertical section of each bottom connecting piece 3 is fixedly connected with a connecting plate 7, the connecting plate 7 is connected with the bottom of the top plate 2 through a plurality of butt-joint structures 4, specifically, through the arrangement of the bottom connecting pieces 3 and the butt-joint structures 4, the bottom connecting piece 3 and the top plate 2 can be connected through the butt joint structure 4 to limit and reinforce each template, the connection tightness of the template and the main beam 1 is improved, thereby avoid the risk that the template dropped, improved the security of work progress, guaranteed constructor's personal health simultaneously.
The scheme has the following working processes:
through the setting of bottom connecting piece 3 and butt-joint structural 4, thereby accessible butt-joint structural 4 is connected bottom connecting piece 3 and roof 2 and carries out spacing reinforcement to each template, improves the fastening nature of being connected of template and girder 1 to avoid the risk that the template dropped, improved the security of work progress, carried out the assurance to constructor's personal health simultaneously.
According to the working process, the following steps are carried out:
the connection tightness of the template and the main beam 1 is improved, so that the risk that the template falls is avoided, the safety of the construction process is improved, and the personal health of constructors is guaranteed.
Further, dock structure 4 includes vertical setting at the screw rod 407 of roof 2 bottoms and with connecting plate 7 top swing joint's sleeve 405, the inner circle of sleeve 405 and screw rod 407's diameter looks adaptation, and the inner circle of sleeve 405 sets up there is the internal thread, and is concrete, through dock structure 4's setting, has improved the fastening nature of being connected between bottom connecting piece 3 and the roof 2 greatly to can carry out spacing fixed to the template.
Further, the one end that sleeve 405 was kept away from to screw rod 407 is connected with the ear seat 408 with 2 bottom bolt fixed connection of roof through the round pin hub rotation, and is concrete, through the setting of ear seat 408, is convenient for remove screw rod 407 and improves the convenience of butt joint.
Further, the bottom of sleeve 405 is provided with bottom plate 401 with 7 top bolt fixed connections of connecting plate, and bottom plate 401's top fixedly connected with riser 403, round hole 402 has been seted up to one side of riser 403, and round hole 402 is inside to cup joint the ring 404 of being connected with sleeve 405 bottom rotation, and is specific, through the setting of riser 403 and round hole 402, has improved the convenience of butt joint.
Further, a grip 406 is sleeved on the outer ring of the sleeve 405, and an anti-slip groove is formed in the outer ring of the grip 406, and particularly, the grip 406 is arranged, so that convenience in rotating the sleeve 405 is improved.
Further, between two bottom connecting pieces 3 and be located the bottom position of girder 1 and be provided with a plurality of horizontal pole 5 along the horizontal direction of girder 1, the equal fixedly connected with fixed plate 6 in both ends of horizontal pole 5, one side that two fixed plates 6 are relative respectively with the one end bolt fixed connection of the 3 horizontal segments of adjacent bottom connecting piece, specifically, through the setting of horizontal pole 5, improve the fastening nature that two 3 horizontal position of bottom connecting piece are connected.
In summary, the following steps: the top plate 2 is placed at the top of the main beam 1 before the main beam 1 is arranged, after the main beam 1 is arranged, the templates are connected to each side wall of the main beam 1, cement can be poured into the main beam 1, meanwhile, two bottom connecting pieces 3 are connected to two sides of the bottom of the main beam 1, namely two sides of a bottom template, through a sleeve 405 at the top of a connecting plate 7, the sleeve 405 is pulled to enable a circular ring 404 to move in a circular hole 402 of a vertical plate 403, the circular ring moves until the end of the sleeve 405 is contacted with the end of a screw 407, the sleeve 405 can be in threaded connection with the screw 407 by rotating the sleeve 405 by grasping a handle 406, so that the bottom connecting pieces 3 are connected with the top plate 2, the connection tightness is ensured, each template is limited, the bottom connecting pieces 3 can be connected with the top plate 2 through a butt joint structure 4 so as to limit and reinforce each template, and the connection tightness of the templates and the main beam 1 is improved, thereby avoid the risk that the template dropped, improved the security of work progress, guaranteed constructor's personal health simultaneously.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that all the embodiments and descriptions are provided in the present invention, and that various changes and modifications can be made without departing from the spirit and scope of the present invention, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a building structure designs floor roof beam reinforced structure, includes girder (1) and connects the template at every lateral wall of girder (1), its characterized in that, the top of girder (1) is provided with roof (2), the bottom both sides of girder (1) all are provided with bottom connecting piece (3), bottom connecting piece (3) are L shape, the top of the horizontal segment of bottom connecting piece (3) and the bottom contact of template, the one end fixedly connected with connecting plate (7) of the vertical segment of bottom connecting piece (3), connecting plate (7) are connected with the bottom of roof (2) through a plurality of butt-joint structure (4).
2. The architectural structural design floor beam reinforcement structure of claim 1, wherein the docking structure (4) comprises a threaded rod (407) vertically disposed at the bottom of the top plate (2) and a sleeve (405) movably connected to the top of the connecting plate (7), the inner ring of the sleeve (405) is adapted to the diameter of the threaded rod (407), and the inner ring of the sleeve (405) is provided with an internal thread.
3. The architectural structural design floor beam reinforcement structure of claim 2, wherein the end of the screw (407) away from the sleeve (405) is pivotally connected by a pin to an ear (408) that is bolted to the bottom of the top plate (2).
4. The building structure design floor beam reinforcement structure of claim 3, characterized in that a bottom plate (401) fixedly connected with a top bolt of the connecting plate (7) is arranged at the bottom of the sleeve (405), a vertical plate (403) is fixedly connected to the top of the bottom plate (401), a circular hole (402) is formed in one side of the vertical plate (403), and a circular ring (404) rotatably connected with the bottom of the sleeve (405) is sleeved inside the circular hole (402).
5. The architectural structural design floor beam reinforcement structure of claim 4, wherein a grip (406) is sleeved on an outer ring of the sleeve (405), and an anti-slip groove is formed on the outer ring of the grip (406).
6. The architectural structural design floor beam reinforcing structure according to claim 1, wherein a plurality of cross bars (5) are arranged between two bottom connecting pieces (3) and at the bottom of the main beam (1) along the horizontal direction of the main beam (1), two ends of each cross bar (5) are fixedly connected with fixing plates (6), and one opposite sides of the two fixing plates (6) are fixedly connected with one end of the horizontal section of the adjacent bottom connecting piece (3) through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220292670.5U CN217353553U (en) | 2022-02-14 | 2022-02-14 | Building structure designs floor roof beam reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220292670.5U CN217353553U (en) | 2022-02-14 | 2022-02-14 | Building structure designs floor roof beam reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217353553U true CN217353553U (en) | 2022-09-02 |
Family
ID=83046981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220292670.5U Expired - Fee Related CN217353553U (en) | 2022-02-14 | 2022-02-14 | Building structure designs floor roof beam reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217353553U (en) |
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2022
- 2022-02-14 CN CN202220292670.5U patent/CN217353553U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20220902 |