CN212743447U - Reinforced structure that building structure is firm anti collapsing - Google Patents
Reinforced structure that building structure is firm anti collapsing Download PDFInfo
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- CN212743447U CN212743447U CN202020941375.9U CN202020941375U CN212743447U CN 212743447 U CN212743447 U CN 212743447U CN 202020941375 U CN202020941375 U CN 202020941375U CN 212743447 U CN212743447 U CN 212743447U
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Abstract
The utility model belongs to the technical field of building apparatus, especially, for a reinforced structure that building structure is firm anti to collapse, including prefabricated floor component and prefabricated wallboard component, the equal fixing bolt in left and right sides face of prefabricated wallboard component has the backup pad, the equal fixing bolt in four positive summits of backup pad has the fixed block, the positive fixing bolt of fixed block has first bracing piece, the fixed welding of the other end of first bracing piece has the threaded rod, the surface screw thread of threaded rod has cup jointed the locking collar, the other end activity of threaded rod has cup jointed the second bracing piece and has extended to the inside of second bracing piece. The utility model is simple in operation, convenient to use, bolted connection through between each part alright carry out effectual support with whole reinforced structure to through the pre-buried operation in advance of pre-buried piece, let the pre-buried piece can with the prefabricated floor component between stable be connected, thereby improved this reinforced structure's practicality.
Description
Technical Field
The utility model relates to a building apparatus technical field especially relates to a reinforced structure that building structure is firm to resist collapsing.
Background
In the building process of the house, the prefabricated type building can appear, the prefabricated wallboard, the floor slab and the stair board are mainly adopted in the prefabricated building mode to carry out the prefabricated construction operation, the building speed of the house can be greatly improved, the construction period of concrete pouring construction is shortened, and the production efficiency is improved.
However, in the prior art, since the prefabricated wall panel is supported only by two vertical rods, if the supporting force of the two vertical rods is insufficient, the prefabricated wall panel may topple, which may cause serious safety accidents, and therefore, a reinforced structure for stabilizing and resisting collapse of a building structure is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a stable and collapse-resistant reinforced structure of a building structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a reinforced structure for stabilizing and resisting collapse of a building structure comprises a prefabricated floor slab component and a prefabricated wall slab component, wherein supporting plates are fixedly bolted on the left side surface and the right side surface of the prefabricated wall slab component, fixed blocks are fixedly bolted on four vertexes of the front surface of each supporting plate, a first supporting rod is fixedly bolted on the front surface of each fixed block, a threaded rod is fixedly welded at the other end of each first supporting rod, a locking ring is sleeved on the outer surface of each threaded rod in a threaded manner, a second supporting rod is movably sleeved on the other end of each threaded rod and extends into the second supporting rod, a connecting rod is fixedly bolted on the other end of each second supporting rod, a transverse supporting rod is fixedly bolted on the middle part of the side surface of each connecting rod, the other end of each transverse supporting rod is fixedly bolted on the middle part of the front surface of the fixed block positioned at, and the bottom end of the embedded block is fixedly bonded with the top surface of the prefabricated floor slab component.
Preferably, the outer surface of the threaded rod is provided with external threads, the inner cavity of the locking ring is provided with internal threads, and the external threads are matched with the lines of the internal threads in size.
Preferably, the number of the fixed blocks is four, and the four fixed blocks are identical in shape and size.
Preferably, the outer surface of the locking ring is fixedly welded with two holding rods.
Preferably, the shape of the support plate is rectangular, and the shape and the size of the support plate are matched with those of the prefabricated wall plate component.
Preferably, the bottom ends of the embedded blocks are connected with the top surface of the precast floor slab through concrete pouring.
Compared with the prior art, the beneficial effects of the utility model are that: at first, the device passes through the setting of backup pad, can share the surface of backup pad with the produced side direction power of toppling of prefabricated wall panel component, then through the interact between first bracing piece, threaded rod, locking ring, second bracing piece, connecting rod, horizontal bracing piece and the buried piece in advance, will topple the power and transmit prefabricated floor component, can provide firm holding power to prefabricated wall panel component to this reinforced structure's practicality has been improved.
The utility model is simple in operation, convenient to use, bolted connection through between each part alright carry out effectual support with whole reinforced structure to through the pre-buried operation in advance of pre-buried piece, let the pre-buried piece can with the prefabricated floor component between stable be connected, thereby improved this reinforced structure's practicality.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a front view of the structure of the present invention;
fig. 3 is a schematic view of a partial structure of the present invention.
In the figure: 1. prefabricating a floor slab component; 2. prefabricating wallboard components; 3. a support plate; 4. a fixed block; 5. a first support bar; 6. a threaded rod; 7. a locking ring; 8. a second support bar; 9. a connecting rod; 10. a transverse support bar; 11. and (6) embedding blocks.
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. 1-3, the present invention provides a technical solution: a reinforced structure for stabilizing and resisting collapse of a building structure comprises a prefabricated floor component 1 and prefabricated wall board components 2, wherein supporting plates 3 are fixedly bolted on the left side surface and the right side surface of each prefabricated wall board component 2, the supporting plates 3 are rectangular, the shapes and the sizes of the supporting plates 3 are matched with those of the prefabricated wall board components 2, the supporting plates 3 can better distribute overturning force for the prefabricated wall board components 2 due to the matching of the shapes and the sizes, the four front vertexes of the supporting plates 3 are fixedly bolted with fixing blocks 4, the number of the fixing blocks 4 is four, the shapes and the sizes of the four fixing blocks 4 are identical, the number of the fixing blocks 4 is set so that the fixing blocks 4 can provide supporting effect for the supporting plates 3, the front fixing bolts of the fixing blocks 4 are connected with first supporting rods 5, threaded rods 6 are fixedly welded at the other ends of the first supporting rods 5, and external threads are arranged on the, the inner cavity of the locking ring 7 is provided with an internal thread, the external thread is matched with the internal thread in size, the sleeving between the rod piece threads can facilitate the locking and the dismounting of the reinforced structure, the external surface thread of the threaded rod 6 is sleeved with the locking ring 7, the external surface of the locking ring 7 is fixedly welded with two holding rods, the holding rods can facilitate the fastening operation of an operator on the reinforced structure by screwing the locking ring 7, the other end of the threaded rod 6 is movably sleeved with a second supporting rod 8 and extends to the inside of the second supporting rod 8, the other end of the second supporting rod 8 is fixedly bolted with a connecting rod 9, the middle part of the side surface of the connecting rod 9 is fixedly bolted with a transverse supporting rod 10, the other end of the transverse supporting rod 10 is fixedly bolted with the middle part of the front surface of the fixed block 4 positioned at the bottom end of the supporting plate 3, the bottom end of the connecting rod 9 is fixedly bolted with a pre-embedded, carry out the concrete in advance and pre-buried, can let the power that pre-buried piece 11 bore directly share to precast floor slab component 1 in, the bottom of pre-buried piece 11 is fixed with precast floor slab component 1's top surface and is bonded.
The working principle is as follows: during the use operating personnel at first need when precast floor component 1 surface concreting, with pre-buried piece 11 pre-buried to precast floor component 1's top surface, when waiting the concrete to reach intensity, then installer hangs precast wall component 2 to precast floor component 1's top surface through the tower crane, and can keep precast wall component 2's upright state, then through at precast wall component 2 left and right sides erection bracing board 3, the first bracing piece 5 of rethread, the threaded rod 6, the locking collar 7, second bracing piece 8, the installation of connecting rod 9 and transverse support pole 10, let connecting rod 9 can carry out fixed connection with pre-buried piece 11, alright in order to accomplish this reinforced structure to precast wall component 2's reinforcement operation.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a reinforced structure that building structure is firm anti collapsing, includes prefabricated floor component (1) and prefabricated wallboard component (2), its characterized in that: the prefabricated wall plate component is characterized in that a supporting plate (3) is fixedly bolted on the left side surface and the right side surface of the prefabricated wall plate component (2), fixed blocks (4) are fixedly bolted on the four positive vertexes of the supporting plate (3), a first supporting rod (5) is fixedly bolted on the front side of the fixed blocks (4), a threaded rod (6) is fixedly welded on the other end of the first supporting rod (5), a locking ring (7) is sleeved on the outer surface thread of the threaded rod (6), a second supporting rod (8) is movably sleeved on the other end of the threaded rod (6) and extends into the second supporting rod (8), a connecting rod (9) is fixedly bolted on the other end of the second supporting rod (8), a transverse supporting rod (10) is fixedly bolted on the middle part of the side surface of the connecting rod (9), and the other end of the transverse supporting rod (10) is fixedly bolted on the front middle part of the fixed blocks (, the bottom end fixing bolt of connecting rod (9) has preburied block (11), the bottom of preburied block (11) and the fixed bonding of top surface of prefabricated floor component (1).
2. A stable and collapse-resistant reinforcing structure for building structures according to claim 1, wherein: the outer surface of the threaded rod (6) is provided with external threads, the inner cavity of the locking ring (7) is provided with internal threads, and the external threads are matched with the lines of the internal threads in size.
3. A stable and collapse-resistant reinforcing structure for building structures according to claim 1, wherein: the number of the fixed blocks (4) is four, and the four fixed blocks (4) are identical in shape and size.
4. A stable and collapse-resistant reinforcing structure for building structures according to claim 1, wherein: the outer surface of the locking ring (7) is fixedly welded with two holding rods.
5. A stable and collapse-resistant reinforcing structure for building structures according to claim 1, wherein: the shape of the supporting plate (3) is rectangular, and the shape and the size of the supporting plate (3) are matched with those of the prefabricated wall plate component (2).
6. A stable and collapse-resistant reinforcing structure for building structures according to claim 1, wherein: the bottom end of the embedded block (11) is connected with the top surface of the prefabricated floor slab component (1) through concrete pouring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020941375.9U CN212743447U (en) | 2020-05-29 | 2020-05-29 | Reinforced structure that building structure is firm anti collapsing |
Applications Claiming Priority (1)
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CN202020941375.9U CN212743447U (en) | 2020-05-29 | 2020-05-29 | Reinforced structure that building structure is firm anti collapsing |
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CN212743447U true CN212743447U (en) | 2021-03-19 |
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CN202020941375.9U Expired - Fee Related CN212743447U (en) | 2020-05-29 | 2020-05-29 | Reinforced structure that building structure is firm anti collapsing |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115075606A (en) * | 2022-07-08 | 2022-09-20 | 罗春 | Building structure antidetonation reinforced structure based on BIM |
-
2020
- 2020-05-29 CN CN202020941375.9U patent/CN212743447U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115075606A (en) * | 2022-07-08 | 2022-09-20 | 罗春 | Building structure antidetonation reinforced structure based on BIM |
CN115075606B (en) * | 2022-07-08 | 2024-05-14 | 广东人信工程咨询有限公司 | Building structure anti-seismic reinforcement structure based on BIM |
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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: 20210319 |
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CF01 | Termination of patent right due to non-payment of annual fee |