CN212053183U - Full-prestress composite integrated reinforced concrete structure - Google Patents
Full-prestress composite integrated reinforced concrete structure Download PDFInfo
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- CN212053183U CN212053183U CN202020180753.6U CN202020180753U CN212053183U CN 212053183 U CN212053183 U CN 212053183U CN 202020180753 U CN202020180753 U CN 202020180753U CN 212053183 U CN212053183 U CN 212053183U
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Abstract
The utility model relates to a concrete structure consolidates technical field, and discloses a compound integration of full prestressing force consolidates reinforced concrete structure, including first gusset plate, the first compression board of the bottom fixedly connected with of first gusset plate, and the ring channel has been seted up at the top of first gusset plate, the cavity groove has been seted up in the front of first gusset plate, and one side fixed mounting of first gusset plate has first limiting block, one side swing joint of first gusset plate has the second gusset plate. This compound integration reinforcement reinforced concrete structure of full prestressing force, through the ring channel, well dead slot, connecting rod and the reinforcing bar between mutually supporting, be convenient for better fix first gusset plate and second gusset plate together to solved and going on the in-process fixed to first gusset plate and second gusset plate, leaded to easily that phenomena such as skew appear in the reinforcing bar, finally leaded to first gusset plate and second gusset plate can't link together, improved the injecing to the reinforcing bar.
Description
Technical Field
The utility model relates to a concrete structure consolidates technical field, specifically is a reinforced concrete structure is consolidated to compound integration of full prestressing force.
Background
The prestressed concrete member is characterized by that before the structural member is acted by external load, it is artificially pressurized, so that the produced prestressed state can be used for reducing or counteracting the tensile stress resulted from external load, i.e. the deficiency of tensile strength of the concrete can be made up by means of higher compressive strength of concrete so as to attain the goal of delaying the concrete crack in the tensile region.
At present, in the reinforced concrete structure, the first reinforcing plate and the second reinforcing plate are fixed, so that the reinforcing steel bar is easy to deviate, the first reinforcing plate and the second reinforcing plate are finally incapable of being connected together, and meanwhile, the concrete is easy to crack under the condition of long-time use.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough that provides to above-mentioned background art, the utility model provides a reinforced concrete structure is consolidated to compound integration of full prestressing force has solved the problem that above-mentioned background art provided.
(II) technical scheme
The utility model provides a following technical scheme: the utility model provides a compound integration reinforcement reinforced concrete structure of full prestressing force, includes first gusset plate, the first compression board of the bottom fixedly connected with of first gusset plate, and the ring channel has been seted up at the top of first gusset plate, the cavity groove has been seted up in the front of first gusset plate, and one side fixed mounting of first gusset plate has first stopper, one side swing joint of first gusset plate has the second gusset plate, and one side fixed mounting of second gusset plate has second compression piece, the positive fixed mounting of second gusset plate has the second stopper, the top fixed mounting of second gusset plate one side has the connecting rod, the inner chamber fixed mounting of ring channel has the reinforcement reinforcing bar.
Preferably, a strip-shaped groove is formed in one side of the first reinforcing plate, and an inner cavity of the strip-shaped groove is matched with one end of the second limiting block.
Preferably, the thickness value of the first compression plate is equal to the thickness value of the reinforcing steel bar.
Preferably, the width value of the annular grooves is matched with the width value of the reinforcing steel bars, and the number of the annular grooves is equal to the number of the reinforcing steel bars.
Preferably, the inner cavity of the hollow groove is matched with one end of the connecting rod.
(III) advantageous effects
Compared with the prior art, the utility model provides a compound integration reinforced concrete structure of full prestressing force possesses following beneficial effect:
1. this compound integration reinforcement reinforced concrete structure of full prestressing force, through the ring channel, well dead slot, connecting rod and the reinforcing bar between mutually supporting, be convenient for better fix first gusset plate and second gusset plate together to solved and going on the in-process fixed to first gusset plate and second gusset plate, leaded to easily that phenomena such as skew appear in the reinforcing bar, finally leaded to first gusset plate and second gusset plate can't link together, improved the injecing to the reinforcing bar.
2. This compound integration reinforcement reinforced concrete structure of full prestressing force through mutually supporting between first compression board and the second compression piece, is convenient for better ensure that phenomenon such as the inside concrete can not appear splitting to solved the concrete under the condition of long-time use, appeared splitting easily, improved the injecing to the concrete.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a schematic side view of a second reinforcing plate according to the present invention;
FIG. 3 is a schematic view of a second reinforcing plate according to the present invention;
fig. 4 is the utility model discloses the structure reinforcement reinforcing bar schematic diagram.
In the figure: 1. a first reinforcing plate; 2. a first compression plate; 3. an annular groove; 4. a hollow groove; 5. a first limiting block; 6. a second reinforcing plate; 7. a second compression block; 8. a second limiting block; 9. a connecting rod; 10. and reinforcing the steel bars.
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.
As shown in fig. 1, a fully prestressed composite integrated reinforced concrete structure comprises a first reinforcing plate 1, a first compression plate 2 is fixedly connected to the bottom of the first reinforcing plate 1, an annular groove 3 is formed in the top of the first reinforcing plate 1, a hollow groove 4 is formed in the front of the first reinforcing plate 1, a first limiting block 5 is fixedly mounted on one side of the first reinforcing plate 1, a second reinforcing plate 6 is movably connected to one side of the first reinforcing plate 1, a second compression block 7 is fixedly mounted on one side of the second reinforcing plate 6, a second limiting block 8 is fixedly mounted on the front of the second reinforcing plate 6, a connecting rod 9 is fixedly mounted on the top of one side of the second reinforcing plate 6 as shown in fig. 3, and a reinforcing steel bar 10 is fixedly mounted in the inner cavity of the annular groove 3 as shown in fig. 4.
Wherein, a bar groove has been seted up to one side of first gusset plate 1, and the inner chamber in bar groove and the one end looks adaptation of second stopper 8 are convenient for splice a plurality of first gusset plates 1 together.
Wherein, the thickness value of the first compression plate 2 is equal to that of the reinforcing steel bar 10, thereby facilitating better application to concrete
Wherein, the width value of ring channel 3 and the width value adaptation of reinforcing bar 10, and the quantity of ring channel 3 equals for the quantity of reinforcing bar 10, has realized the injecing to reinforcing bar 10, has reached better limited effect.
Wherein, the inner cavity of hollow groove 4 and the one end looks adaptation of connecting rod 9 are convenient for better with the stable concatenation together of first gusset plate 1 and second gusset plate 6.
During operation, at first insert the inner chamber of cavity 4 with the one end of connecting rod 9 to make first gusset plate 1 and the stable connection of second gusset plate 6 be in the same place, inject reinforcing bar 10 under the effect of ring channel 3 simultaneously, make reinforcing bar 10's position can not appear squinting, pour the concrete into the inside of first gusset plate 1 and cavity 4 at last.
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 (5)
1. The utility model provides a compound integration reinforcement reinforced concrete structure of full prestressing force, includes first gusset plate (1), its characterized in that: the bottom fixedly connected with first compression board (2) of first gusset plate (1), and ring channel (3) have been seted up at the top of first gusset plate (1), well dead slot (4) have been seted up in the front of first gusset plate (1), and one side fixed mounting of first gusset plate (1) has first stopper (5), one side swing joint of first gusset plate (1) has second gusset plate (6), and one side fixed mounting of second gusset plate (6) has second compression piece (7), the positive fixed mounting of second gusset plate (6) has second stopper (8), the top fixed mounting of second gusset plate (6) one side has connecting rod (9), the inner chamber fixed mounting of ring channel (3) has reinforcing bar (10).
2. The fully prestressed composite integrally reinforced concrete structure according to claim 1, wherein: a strip-shaped groove is formed in one side of the first reinforcing plate (1), and an inner cavity of the strip-shaped groove is matched with one end of the second limiting block (8).
3. The fully prestressed composite integrally reinforced concrete structure according to claim 1, wherein: the thickness value of the first compression plate (2) is equal to the thickness value of the reinforcing steel bar (10).
4. The fully prestressed composite integrally reinforced concrete structure according to claim 1, wherein: the width value of ring channel (3) and the width value adaptation of reinforcing bar (10), and the quantity of ring channel (3) is for the quantity of reinforcing bar (10) equals.
5. The fully prestressed composite integrally reinforced concrete structure according to claim 1, wherein: the inner cavity of the hollow groove (4) is matched with one end of the connecting rod (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020180753.6U CN212053183U (en) | 2020-02-18 | 2020-02-18 | Full-prestress composite integrated reinforced concrete structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020180753.6U CN212053183U (en) | 2020-02-18 | 2020-02-18 | Full-prestress composite integrated reinforced concrete structure |
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| CN212053183U true CN212053183U (en) | 2020-12-01 |
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| CN202020180753.6U Active CN212053183U (en) | 2020-02-18 | 2020-02-18 | Full-prestress composite integrated reinforced concrete structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833303A (en) * | 2021-09-27 | 2021-12-24 | 安徽省固诚建筑加固工程有限公司 | Steel-clad concrete column reinforcing equipment |
| CN114856237A (en) * | 2022-04-29 | 2022-08-05 | 重庆科技学院 | Combined steel pipe-wrapped reinforced concrete column |
-
2020
- 2020-02-18 CN CN202020180753.6U patent/CN212053183U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833303A (en) * | 2021-09-27 | 2021-12-24 | 安徽省固诚建筑加固工程有限公司 | Steel-clad concrete column reinforcing equipment |
| CN114856237A (en) * | 2022-04-29 | 2022-08-05 | 重庆科技学院 | Combined steel pipe-wrapped reinforced concrete column |
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