CN211340674U - Link plate formula channel revetment reinforced structure - Google Patents
Link plate formula channel revetment reinforced structure Download PDFInfo
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- CN211340674U CN211340674U CN201921929556.3U CN201921929556U CN211340674U CN 211340674 U CN211340674 U CN 211340674U CN 201921929556 U CN201921929556 U CN 201921929556U CN 211340674 U CN211340674 U CN 211340674U
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Abstract
The utility model discloses a link plate formula channel revetment reinforced structure belongs to channel revetment construction field, and it includes two cast-in-place revetments and prefabricated link plate, and former channel revetments are demolishd on the bank and are formed with the breach, two cast-in-place revetments are connected in former channel revetments and are located the both sides of breach, prefabricated link plate is connected two between the cast-in-place revetments, two cast-in-place revetments are close to one side each other and have all seted up the spread groove along its direction of height, the spread groove is seted up the logical groove on the cast-in-place revetments roof for the notch, the both sides of prefabricated link plate are inlayed respectively and are located in the spread groove, the width of. The utility model discloses have the effect that reduces the concrete volume and shorten the length and the construction degree of difficulty during the construction by a wide margin.
Description
Technical Field
The utility model relates to a channel revetment construction field, in particular to link plate type channel revetment reinforced structure.
Background
Channel revetments, as a common channel revetments structure form, have been widely used in inland waterway. At present, when the existing channel revetment is damaged and deformed, the reinforcing form is usually reinforced by adopting a sheet pile wall reinforcing method, a double-timber pile reinforcing method or a row pile curtain wall reinforcing method to reinforce the original channel revetment, the required construction time is long, the construction difficulty is high, and the problem needs to be solved urgently.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a link plate formula channel revetment reinforced structure has the effect of reducing the length and the construction degree of difficulty when the concrete use amount shortens the construction by a wide margin.
The utility model provides a link plate formula channel revetment reinforced structure, includes two cast-in-place revetments and prefabricated link plate, former channel revetments are demolishd and are formed with the breach on the bank, two cast-in-place revetments are connected in former channel revetments and are located the both sides of breach, prefabricated link plate is connected two between the cast-in-place revetments, two cast-in-place revetments are close to one side each other and have all seted up the spread groove along its direction of height, the spread groove is seted up the logical groove on cast-in-place revetments roof for the notch, the both sides of prefabricated link plate are inlayed respectively and are located in the spread groove.
The utility model discloses further set up to: two the length of cast-in-place revetment and prefabricated link plate is 1000cm, the groove width of spread groove is 15cm, the width of prefabricated link plate equals with the groove width of spread groove.
The utility model discloses further set up to: both sides that are on a parallel with length direction in the spread groove all are provided with the reinforcement, the reinforcement passes through the built-in fitting to be fixed on cast-in-place barge bank, one side integrated into one piece that the spread groove tank bottom was kept away from to the reinforcement has reinforcing portion, set up the reinforcing groove with reinforcing portion adaptation along its direction of height on the prefabricated link plate.
The utility model discloses further set up to: the reinforcing part is arranged into a dovetail shape, and the reinforcing groove is arranged into dovetail grooves with openings at the top end and the bottom end.
The utility model discloses further set up to: the prefabricated link plate is characterized in that a first grouting groove is formed in the bottom of the connecting groove, second grouting grooves are formed in two sides, perpendicular to the length direction, of the prefabricated link plate, the first grouting groove and the second grouting grooves are spliced to form a grouting hole, and mortar is filled in the grouting hole.
The utility model discloses further set up to: the groove depth of the connecting groove is 10 cm.
Demolish the deformation damage part of former channel revetment, form the breach, pour cast-in-place revetment in the both sides of breach, make cast-in-place revetment and former channel revetment link together, reserve the spread groove in two cast-in-place revetment one side that is close to each other, reserve first slip casting groove at the tank bottom of spread groove, fix the reinforcement in the spread groove through the built-in fitting, make the bottom of prefabricated link plate aim at the top notch of spread groove, the reinforcement portion of reinforcement is relative with reinforcement tank bottom end notch, move prefabricated link plate downwards to embedding spread groove completely, first slip casting groove and second slip casting groove amalgamation are the slip casting hole, pour into mortar in the slip casting hole, the revetment is consolidated and is accomplished.
To sum up, the utility model discloses following beneficial effect has:
1. the arrangement that the revetment is reinforced by matching the cast-in-place revetment and the prefabricated hanging plate can effectively save the construction cost and greatly reduce the construction time;
2. the connecting groove is 15cm in groove width, and the width of the prefabricated hanging plate is equal to that of the connecting groove, so that the concrete consumption of the prefabricated hanging plate is reduced while the strength is ensured;
3. through fixing the reinforcement and the reinforcement portion in the spread groove and reinforcing groove complex setting, strengthen the joint strength of prefabricated link plate.
Drawings
Fig. 1 is a schematic structural diagram for embodying the whole of the present invention;
fig. 2 is an enlarged view of a portion a in fig. 1.
In the figure, 1, a cast-in-place revetment; 11. connecting grooves; 111. a first grouting tank; 2. prefabricating a hanging plate; 21. A reinforcing groove; 22. a second grouting tank; 23. grouting holes; 24. mortar; 3. the original channel revetment; 31. A notch; 4. a reinforcement; 41. embedding parts; 42 reinforcing part.
Detailed Description
The present invention will be described in detail with reference to the attached drawings, and other advantages and effects of the present invention can be easily understood by those skilled in the art from the disclosure of the present specification. In the present specification, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof are also regarded as the scope of the present invention without substantial changes in the technical content.
Example (b):
as shown in fig. 1, for the utility model discloses a link plate formula channel revetment reinforced structure, including two cast-in-place revetments 1 and prefabricated link plate 2, it is formed with breach 31 to demolish the deformation part on the former channel revetments 3. Two cast-in-place revetment 1 connect in the both sides that former channel revetment 3 is located breach 31, and prefabricated link plate 2 is connected between two cast-in-place revetment 1, and spread groove 11 has all been seted up along its direction of height to one side that two cast-in-place revetment 1 are close to each other, and spread groove 11 is the notch and sets up the logical groove on cast-in-place revetment 1 roof, and the both sides of prefabricated link plate 2 are inlayed respectively and are located in spread groove 11, and the width of prefabricated link plate 2 is less than the width of two cast-.
As shown in fig. 1 and 2, the lengths of two cast-in-place revetments 1 and prefabricated hanging plates 2 are 1000cm, the groove width of the connecting groove 11 is 15cm, the width of the prefabricated hanging plate 2 is equal to that of the connecting groove 11, the strength of the prefabricated hanging plate 2 is ensured, the concrete consumption is saved, and the engineering cost is saved. Both sides that are on a parallel with length direction in the spread groove 11 all are provided with reinforcement 4, and reinforcement 4 passes through built-in fitting 41 to be fixed on cast-in-place revetment 1, buries built-in fitting 41 in reinforced groove 21 when pouring cast-in-place revetment 1, can fix on cast-in-place revetment 1 along with cast-in-place revetment 1 solidification. One side integrated into one piece that the reinforcement 4 kept away from the bottom of connecting groove 11 has reinforcing portion 42, and prefabricated link plate 2 is gone up and is seted up along its direction of height reinforcing groove 21 with reinforcing portion 42 adaptation. The reinforcing portion 42 is formed in a dovetail shape, and the reinforcing groove 21 is formed in a dovetail groove having open top and bottom ends. After the prefabricated hanging plate 2 is embedded into the connecting groove 11 along the vertical direction, the reinforcing part 42 is embedded into the reinforcing groove 21 at the same time, and the dovetail-shaped reinforcing part 42 is arranged to increase the contact area between the dovetail-shaped reinforcing part and the prefabricated hanging plate 2
As shown in fig. 2, a first grouting groove 111 is formed at the bottom of the connecting groove 11, second grouting grooves 22 are formed at two sides of the prefabricated hanging plate 2 perpendicular to the length direction, the first grouting groove 111 and the second grouting grooves 22 are spliced to form a grouting hole 23, and mortar 24 is filled in the grouting hole 23. The groove depth of the connecting groove 11 is 10cm, the connecting groove and the prefabricated hanging plate 2 have larger contact area, and the connection is more stable.
The implementation principle of the above embodiment is as follows: the method comprises the steps of removing a deformation damage part of an original channel revetment 3 to form a notch 31, pouring cast-in-place revetment 1 on two sides of the notch 31, enabling the cast-in-place revetment 1 and the original channel revetment 3 to be connected together, reserving a connecting groove 11 at one side, close to each other, of the two cast-in-place revetment 1, reserving a first grouting groove 111 at the groove bottom of the connecting groove 11, fixing a reinforcing piece 4 in the connecting groove 11 through an embedded piece 41, enabling the bottom end of a prefabricated hanging plate 2 to be aligned to a top end notch of the connecting groove 11, enabling a reinforcing part 42 of the reinforcing piece 4 to be opposite to a bottom end notch of a reinforcing groove 21, moving the prefabricated hanging plate 2 downwards to be completely embedded into the connecting groove 11, splicing the first grouting groove 111 and a second grouting groove 22 into a grouting hole 23, injecting mortar 24 into the.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.
Claims (6)
1. The utility model provides a link plate formula channel revetment reinforced structure which characterized in that: including two cast-in-place revetments (1) and prefabricated link plate (2), demolish on former channel revetments (3) and be formed with breach (31), connect in former channel revetments (3) two cast-in-place revetments (1) are located the both sides of breach (31), prefabricated link plate (2) are connected two between cast-in-place revetments (1), two cast-in-place revetments (1) are close to one side each other and have all seted up spread groove (11) along its direction of height, spread groove (11) are seted up the logical groove on cast-in-place revetments (1) roof for the notch, the both sides of prefabricated link plate (2) are inlayed respectively and are located spread groove (11) in, the width of prefabricated link plate (2) is less than the width of two cast-in.
2. A cladding-type channel revetment reinforcing structure according to claim 1, wherein: two the length of cast-in-place revetment (1) and prefabricated link plate (2) is 1000cm, the groove width of spread groove (11) is 15cm, the width of prefabricated link plate (2) equals with the groove width of spread groove (11).
3. A cladding-type channel revetment reinforcing structure according to claim 2, wherein: all be provided with reinforcement (4) in spread groove (11) parallel to length direction's both sides, reinforcement (4) are fixed on cast-in-place revetment (1) through built-in fitting (41), one side integrated into one piece that spread groove (11) tank bottom was kept away from in reinforcement (4) has reinforced portion (42), set up reinforced groove (21) with reinforced portion (42) adaptation along its direction of height on prefabricated link plate (2).
4. A link plate channel revetment reinforcing structure according to claim 3, wherein: the reinforcing part (42) is arranged to be a dovetail shape, and the reinforcing groove (21) is arranged to be a dovetail groove with openings at the top end and the bottom end.
5. A cladding-type channel revetment reinforcing structure according to claim 1, wherein: the bottom of the connecting groove (11) is formed with a first grouting groove (111), the two sides of the prefabricated hanging plate (2) perpendicular to the length direction are provided with second grouting grooves (22), the first grouting groove (111) and the second grouting grooves (22) are spliced to form grouting holes (23), and mortar (24) is filled in the grouting holes (23).
6. A cladding-type channel revetment reinforcing structure of claim 5, wherein: the groove depth of the connecting groove (11) is 10 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921929556.3U CN211340674U (en) | 2019-11-11 | 2019-11-11 | Link plate formula channel revetment reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921929556.3U CN211340674U (en) | 2019-11-11 | 2019-11-11 | Link plate formula channel revetment reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211340674U true CN211340674U (en) | 2020-08-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921929556.3U Active CN211340674U (en) | 2019-11-11 | 2019-11-11 | Link plate formula channel revetment reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211340674U (en) |
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2019
- 2019-11-11 CN CN201921929556.3U patent/CN211340674U/en active Active
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