CN214573882U - A prefabricated reinforced concrete sheet pile for strengthening manger plate effect - Google Patents
A prefabricated reinforced concrete sheet pile for strengthening manger plate effect Download PDFInfo
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- CN214573882U CN214573882U CN202120208494.8U CN202120208494U CN214573882U CN 214573882 U CN214573882 U CN 214573882U CN 202120208494 U CN202120208494 U CN 202120208494U CN 214573882 U CN214573882 U CN 214573882U
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- sheet pile
- concrete sheet
- reinforcing
- concrete
- reinforcing bar
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 32
- 230000000694 effects Effects 0.000 title claims abstract description 14
- 238000005728 strengthening Methods 0.000 title claims abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 140
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 64
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 238000002347 injection Methods 0.000 claims description 13
- 239000007924 injection Substances 0.000 claims description 13
- 230000002708 enhancing effect Effects 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims 5
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 238000007789 sealing Methods 0.000 description 6
- 239000000243 solution Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model discloses a prefabricated reinforced concrete sheet pile for strengthening manger plate effect, including concrete sheet pile A, concrete sheet pile A's lower extreme fixed mounting has concrete sheet pile B, concrete sheet pile A and concrete sheet pile B are the homogeneous structure, the inside avris fixed mounting of concrete sheet pile A and concrete sheet pile B has the reinforcing bar body, the reinforcing bar body is the inside avris of symmetric distribution in concrete sheet pile A and concrete sheet pile B, the reinforcing bar body extends to the upper and lower both ends in the concrete sheet pile A and the concrete sheet pile B outside, the outside of reinforcing bar body is located the inside fixed mounting of concrete sheet pile A and concrete sheet pile B and has connecting reinforcement, connecting reinforcement equidistance distributes in concrete sheet pile A and concrete sheet pile B's inside. This a prefabricated reinforced concrete sheet pile for reinforcing manger plate effect, manger plate is effectual, and stability is high, meets rivers impact force of meeting greatly reduced when assaulting, has avoided the fracture of reinforced concrete sheet pile.
Description
Technical Field
The utility model relates to a reinforced concrete sheet pile technical field specifically is a prefabricated reinforced concrete sheet pile for strengthening manger plate effect.
Background
As the pile driving method is only limited to hammering pile driving for a long time in China, the capability of hammering equipment is limited, the size and the length of the pile are limited to a certain extent, the applicable depth of a foundation pit is limited, the application and the development of the reinforced concrete sheet pile are once less attractive, along with the development of pile driving equipment, the pile driving method is additionally provided with hydraulic pile driving and high-pressure water pile driving besides hammering, the supporting mode is developed from a simple cantilever type and an anchorage type to various forms such as an inclined ground anchor and a multilayer inner support, and the wide application prospect is brought to the reinforced concrete sheet pile.
When the existing reinforced concrete sheet pile is installed in a water retaining place, the existing reinforced concrete sheet pile is broken due to the impact force of water flow for a long time, and the concrete falls off, so that the reinforced concrete sheet pile is damaged.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prefabricated reinforced concrete sheet pile for reinforcing manger plate effect to propose current reinforced concrete sheet pile and install when the manger plate place in solving above-mentioned background art, receive the rivers impact force for a long time and can appear splitting, the condition that the concrete drops leads to the problem that reinforced concrete sheet pile damaged.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a prefabricated reinforced concrete sheet pile for reinforcing manger plate effect, includes concrete sheet pile A, concrete sheet pile A's lower extreme fixed mounting has concrete sheet pile B, concrete sheet pile A and concrete sheet pile B are the homogeneous structure, concrete sheet pile A and the inside avris fixed mounting of concrete sheet pile B have the reinforcing bar body, the reinforcing bar body is the inside avris of symmetric distribution in concrete sheet pile A and concrete sheet pile B, the reinforcing bar body extends to the upper and lower both ends in the concrete sheet pile A and the concrete sheet pile B outside, the outside of reinforcing bar body is located the inside fixed mounting of concrete sheet pile A and concrete sheet pile B and has connecting reinforcement, connecting reinforcement equidistance distributes in concrete sheet pile A and concrete sheet pile B's inside.
Preferably, an injection hole is fixedly formed in the upper end of the concrete sheet pile a, the injection hole extends into the concrete sheet pile a, a reinforcing layer is fixedly arranged on the inner side, located on the steel bar body, of the inner portion of the concrete sheet pile a, and the reinforcing layer is fixedly connected with the injection hole.
Preferably, the upper end and the lower end of the concrete sheet pile A are fixedly provided with connecting sealing blocks, the injection hole is positioned in the middle of the connecting sealing blocks, the upper end and the lower end of the concrete sheet pile B are provided with connecting grooves, the concrete sheet pile A is fixedly connected with the connecting sealing blocks and the connecting grooves and the concrete sheet pile B.
Preferably, the upper end fixed mounting that is located concrete sheet pile A and concrete sheet pile B inside between the both ends about the reinforcing bar body has reinforcing bar A, reinforcing bar A and reinforcing bar body welded connection.
Preferably, the bottom fixed mounting that is located inside concrete sheet pile A and concrete sheet pile B between the both ends around the reinforcing bar body has reinforcing bar B, reinforcing bar B and reinforcing bar body welded connection.
Preferably, fixed mounting has spacing reinforcing bar between reinforcing bar B and reinforcing bar A's the upper and lower both ends, spacing reinforcing bar and reinforcing bar B and reinforcing bar A welded connection.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the precast reinforced concrete sheet pile for enhancing the water retaining effect is convenient for workers to install the precast reinforced concrete sheet pile and then pour concrete again, so that the precast reinforced concrete sheet pile is more stable and firm, and the convenience and the stable firmness of the precast reinforced concrete sheet pile are effectively improved;
2. the precast reinforced concrete sheet pile for enhancing the water retaining effect can greatly reduce the impact force of water flow when encountering water flow impact, and meanwhile, the precast reinforced concrete sheet pile can not be directly fractured after being subjected to the impact force of the water flow for a long time, so that the water retaining effect and the firmness of the precast reinforced concrete sheet pile are improved;
3. this a prefabricated reinforced concrete sheet pile for reinforcing manger plate effect has increased reinforcing bar A and reinforcing bar B between reinforcing bar and the reinforcing bar and has made concrete sheet pile A, concrete sheet pile B's upper and lower firm effect that can obtain more, and concrete sheet pile A, concrete sheet pile B's upper and lower more is hard simultaneously, has further improved this prefabricated reinforced concrete sheet pile's stable fastness.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view of the split structure of the present invention;
FIG. 3 is a schematic sectional view of the present invention;
fig. 4 is a schematic view of the local cross-section structure of the present invention.
In the figure: 1. concrete sheet pile A; 2. concrete sheet pile B; 3. a steel bar body; 4. connecting reinforcing steel bars; 5. an injection hole; 6. a reinforcing layer; 7. connecting a sealing block; 8. connecting grooves; 9. reinforcing steel bars A; 10. reinforcing steel bars B; 11. and limiting the reinforcing 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.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a precast reinforced concrete sheet pile for reinforcing manger plate effect, including concrete sheet pile A1, concrete sheet pile A1's lower extreme fixed mounting has concrete sheet pile B2, concrete sheet pile A1 and concrete sheet pile B2 are the same kind of structure, concrete sheet pile A1 and the inside avris fixed mounting of concrete sheet pile B2 have reinforcing bar body 3, reinforcing bar body 3 is the inside avris of symmetric distribution in concrete sheet pile A1 and concrete sheet pile B2, reinforcing bar body 3 extends to the upper and lower both ends in concrete sheet pile A1 and concrete sheet pile B2 outside, the outside of reinforcing bar body 3 is located the inside fixed mounting of concrete sheet pile A1 and concrete sheet pile B2 has connecting reinforcement 4, connecting reinforcement 4 equidistance distributes in the inside of concrete sheet pile A1 and concrete sheet pile B2.
Further, the fixed injection hole 5 that is provided with in upper end of concrete sheet pile A1, the injection hole 5 extends to the inside of concrete sheet pile A1, the inside of concrete sheet pile A1 is located the inboard fixed reinforcing layer 6 that is provided with of steel body 3, reinforcing layer 6 and injection hole 5 fixed connection, the staff with concrete sheet pile A1 and concrete sheet pile B2 installation with in the earth after, can pour into the inside of the reinforcing layer 6 of the inside setting of concrete sheet pile A1 with the concrete through injection hole 5, wait to cool after the concrete injection and can connect again and increase concrete sheet pile A1 and concrete sheet pile B2.
Further, the upper and lower both ends fixed mounting of concrete sheet pile A1 has the connection to connect sealed piece 7, the filling hole 5 is located the middle part of connecting sealed piece 7, the upper and lower both ends of concrete sheet pile B2 are provided with spread groove 8, concrete sheet pile A1 through connecting connect sealed piece 7 with, spread groove 8 and concrete sheet pile B2 fixed connection, when connecting, concrete sheet pile A1 and concrete sheet pile B2 are connected through connecting sealed piece 7 and are connected with the inboard of spread groove 8, then the staff passes through the concrete and plugs the gap, avoid the rainwater to enter through the gap and connect and cause the corruption influence to concrete and reinforcing bar between sealed piece 7 is connected and the spread groove 8.
Further, the upper end fixed mounting that is located concrete sheet pile A1 and concrete sheet pile B2 inside between the both ends about steel bar body 3 has reinforcing bar A9, reinforcing bar A9 and steel bar body 3 welded connection, on the basis welding reinforcing bar A9 between the both ends about the inside steel bar body 3 of concrete sheet pile A1 and concrete sheet pile B2 for concrete sheet pile A1 and concrete sheet pile B2's corner is difficult for droing.
Furthermore, the reinforcing steel bar B10 is fixedly installed at the bottom end inside the concrete sheet pile A1 and the concrete sheet pile B2 between the front end and the rear end of the reinforcing steel bar body 3, the reinforcing steel bar B10 is connected with the reinforcing steel bar body 3 in a welding mode, and the reinforcing steel bar B10 is welded between the front end and the rear end of the reinforcing steel bar body 3 inside the concrete sheet pile A1 and the concrete sheet pile B2, so that corners of the concrete sheet pile A1 and the concrete sheet pile B2 are not prone to falling off.
Further, fixed mounting has spacing reinforcing bar 11 between the upper and lower both ends of reinforcing bar B10 and reinforcing bar A9, and spacing reinforcing bar 11 and reinforcing bar B10 and reinforcing bar A9 welded connection, through spacing reinforcing bar 11, the crooked condition of gliding appears between the upper and lower both ends year in reinforcing bar B10 and reinforcing bar A9 for reinforcing bar B10 and reinforcing bar A9's more firm.
The working principle is as follows: firstly, after a worker installs the concrete sheet pile A1 and the concrete sheet pile B2 in soil, the concrete can be injected into the interior of a reinforcing layer 6 arranged in the concrete sheet pile A1 through an injection hole 5, the concrete can be connected with the heightened concrete sheet pile A1 and the heightened concrete sheet pile B2 again after cooling after injection, the concrete sheet pile A1 is connected with the concrete sheet pile B2 through a connecting sealing block 7, the concrete sheet pile A3538 is connected with the inner side of a connecting groove 8, then the worker plugs a gap through the concrete, rainwater is prevented from entering the connecting sealing block 7 through the gap to be connected with the connecting groove 8 to corrode the concrete and steel bars, then the reinforcing steel bars A9 are welded on the foundation between the left end and the right end of a steel bar body 3 in the concrete sheet pile A1 and the concrete sheet pile B2, so that the corners of the concrete sheet pile A1 and the concrete sheet pile B2 are not easy to fall off, and the reinforcing steel bars are welded on the front end and back end of the steel bar body 3 in the concrete sheet pile A1 and the concrete sheet pile B2 to lift up the reinforcing steel bar body The rib B10 can avoid the situation that the reinforcing steel bar B10 and the reinforcing steel bar A9 slide downwards and bend between the upper end and the lower end of the reinforcing steel bar B10 and the reinforcing steel bar A9 in years through the limiting steel bar 11, so that the reinforcing steel bar B10 and the reinforcing steel bar A9 are firmer.
It should be finally noted that the above only serves to illustrate the technical solution of the present invention, and not to limit the scope of the present invention, and that simple modifications or equivalent replacements performed by those skilled in the art to the technical solution of the present invention do not depart from the spirit and scope of the technical solution of the present invention.
Claims (6)
1. The utility model provides a prefabricated reinforced concrete sheet pile for strengthening manger plate effect, includes concrete sheet pile A (1), its characterized in that: the lower end of the concrete sheet pile A (1) is fixedly provided with a concrete sheet pile B (2), the concrete sheet pile A (1) and the concrete sheet pile B (2) are of the same structure, the sides inside the concrete sheet pile A (1) and the concrete sheet pile B (2) are fixedly provided with a steel bar body (3), the steel bar bodies (3) are symmetrically distributed on the inner sides of the concrete sheet pile A (1) and the concrete sheet pile B (2), the steel bar body (3) extends to the upper end and the lower end of the outer side of the concrete sheet pile A (1) and the outer side of the concrete sheet pile B (2), the outer side of the steel bar body (3) is positioned inside the concrete sheet pile A (1) and the concrete sheet pile B (2) and is fixedly provided with a connecting steel bar (4), and the connecting steel bars (4) are equidistantly distributed in the concrete sheet pile A (1) and the concrete sheet pile B (2).
2. The precast reinforced concrete sheet pile for enhancing the water blocking effect according to claim 1, wherein: the upper end of concrete sheet pile A (1) is fixed and is provided with filling hole (5), filling hole (5) extend to the inside of concrete sheet pile A (1), the inside of concrete sheet pile A (1) is located the inboard fixed enhancement layer (6) that is provided with of reinforcing bar body (3), enhancement layer (6) and filling hole (5) fixed connection.
3. The precast reinforced concrete sheet pile for enhancing the water blocking effect as claimed in claim 2, wherein: the upper and lower both ends fixed mounting of concrete sheet pile A (1) has connection seal block (7), injection hole (5) are located the middle part of connecting seal block (7), the upper and lower both ends of concrete sheet pile B (2) are provided with spread groove (8), concrete sheet pile A (1) is through connecting seal block (7) and spread groove (8) and concrete sheet pile B (2) fixed connection.
4. The precast reinforced concrete sheet pile for enhancing the water blocking effect according to claim 3, wherein: the concrete sheet pile B (2) is characterized in that reinforcing steel bars A (9) are fixedly mounted at the inner upper ends of the concrete sheet pile A (1) and the concrete sheet pile B (2) between the left end and the right end of the reinforcing steel bar body (3), and the reinforcing steel bars A (9) are welded with the reinforcing steel bar body (3).
5. The precast reinforced concrete sheet pile for enhancing the water blocking effect according to claim 4, wherein: the reinforcing steel bar is characterized in that reinforcing steel bars B (10) are fixedly mounted at the bottom ends inside the concrete sheet pile A (1) and the concrete sheet pile B (2) between the front end and the rear end of the reinforcing steel bar body (3), and the reinforcing steel bars B (10) are welded with the reinforcing steel bar body (3).
6. The precast reinforced concrete sheet pile for enhancing the water blocking effect according to claim 5, wherein: fixed mounting has spacing reinforcing bar (11) between the upper and lower both ends of reinforcing bar B (10) and reinforcing bar A (9), spacing reinforcing bar (11) and reinforcing bar B (10) and reinforcing bar A (9) welded connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120208494.8U CN214573882U (en) | 2021-01-26 | 2021-01-26 | A prefabricated reinforced concrete sheet pile for strengthening manger plate effect |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120208494.8U CN214573882U (en) | 2021-01-26 | 2021-01-26 | A prefabricated reinforced concrete sheet pile for strengthening manger plate effect |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214573882U true CN214573882U (en) | 2021-11-02 |
Family
ID=78371291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120208494.8U Expired - Fee Related CN214573882U (en) | 2021-01-26 | 2021-01-26 | A prefabricated reinforced concrete sheet pile for strengthening manger plate effect |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214573882U (en) |
-
2021
- 2021-01-26 CN CN202120208494.8U patent/CN214573882U/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 |
Granted publication date: 20211102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |