CN212153271U - Retaining wall repairing structure - Google Patents
Retaining wall repairing structure Download PDFInfo
- Publication number
- CN212153271U CN212153271U CN202020657633.0U CN202020657633U CN212153271U CN 212153271 U CN212153271 U CN 212153271U CN 202020657633 U CN202020657633 U CN 202020657633U CN 212153271 U CN212153271 U CN 212153271U
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- barricade
- construction
- pull rod
- retaining wall
- anchorage
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Abstract
The utility model relates to a water conservancy construction technical field, in particular to retaining wall repair structure. Including fender pile, even tie beam, crown beam, anchorage wall, pull rod, inlay a structure, the fender pile is at least two, is located the bank side of barricade, connects through even tie beam between two adjacent fender piles, the top is connected through the crown beam, constitutes the restoration braced frame of barricade jointly inlay a structure in the braced frame, braced frame is connected through many pull rod anchorages that insert in the barricade and with the anchorage wall that is located barricade land side. The utility model discloses can be applied to the impaired restoration structure of shore protection of the construction on water of not being convenient for, the construction is convenient, and convenient operation avoids operation personnel construction on water, practices thrift the cost, guarantees construction quality.
Description
Technical Field
The utility model relates to a water conservancy construction technical field, in particular to retaining wall repair structure.
Background
The existing retaining wall type bank protection structure basically has the problems of corrosion damage, retaining wall collapse after a base is elutriated and the like along with flowing water scouring and freeze-thaw circulation. The repair construction is generally divided into water construction and land construction, wherein the water construction needs to fill dams or build supporting structures such as steel sheet piles and the like so as to meet the operation conditions, and the follow-up construction needs to be cleared, so that the construction cost is higher.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of the onshore operation of construction is restoreed to the shore protection, provide an anchor formula shore protection barricade and restore structure, can satisfy the onshore operation, reduce cost improves the efficiency of construction.
In order to achieve the above object, the utility model adopts the following technical scheme: including fender pile, even tie beam, crown beam, anchorage wall, pull rod, inlay a structure, the fender pile is at least two, is located the bank side of barricade, connects through even tie beam between two adjacent fender piles, the top is connected through the crown beam, constitutes the restoration braced frame of barricade jointly inlay a structure in the braced frame, braced frame is connected through many pull rod anchorages that insert in the barricade and with the anchorage wall that is located barricade land side.
The support piles are precast concrete square piles, the side length of each square pile is 400mm, a steel plate is embedded in each joint of the support piles and the connecting beam along the revetment direction, and the size of each steel plate is 400mm multiplied by 350 mm.
The length of the connecting beam and the length of the pull rod are 2500mm, I30a I-steel is adopted, the shore side of the pull rod is welded with a steel plate pre-embedded on the support pile, and the land side of the pull rod is embedded in the anchorage wall.
The crown beam is of a cast-in-place concrete structure and is flush with the pavement layer.
The anchorage wall is of a cast-in-place reinforced concrete continuous wall structure and is located below the pavement layer.
The veneer structure is a masonry hollow brick structure.
The utility model discloses in the construction, beat earlier and establish a fender pile, weld even tie beam again, the installation pull rod, pour the anchorage wall, restore damaged barricade, inlay the hollow brick on even tie beam, water the crown beam again, form the retaining wall and restore the structure. This structure is applicable to upright revetment destruction land and restores, and it is high to have solved revetment restoration operation cost on water, the inconvenient problem of construction, reduces construction cost, can reduce the engineering time, improves the efficiency of construction.
Drawings
Fig. 1 is a structural elevation view of the present invention.
Fig. 2 is a sectional view of the structure of the present invention.
In the figure: the concrete wall comprises 1 supporting pile, 2 connecting beams, 3 crown beams, 4 anchorage walls, 5 pull rods, 6 retaining walls, 7 pavement layers, 8 steel plates and 9 veneering structures.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific embodiments, but the present invention is not limited to the specific embodiments.
Examples
As shown in fig. 1-2, a revetment retaining wall restoration structure, including fender pile 1, tie beam 2, crown beam 3, anchorage wall 4, pull rod 5, inlay a structure 9, fender pile 1 is two at least, is located the water face side of barricade 6, connects through tie beam 2 between two adjacent fender piles 1, and the top is connected through crown beam 3, constitutes barricade 6's restoration supporting frame jointly inlay a structure 9 in the supporting frame, supporting frame is connected through many anchor rods 5 anchorages that insert in barricade 6 and with anchorage wall 4 that are located barricade 6 road side.
The support piles 1 are precast concrete square piles, the side length of each square pile is 400mm, a steel plate 8 is embedded in each joint of the support piles 1 and the connecting beam 2 along the revetment direction, and the steel plate size is 400mm multiplied by 350 mm.
The length of the connecting beam 2 and the length of the pull rod 5 are both 2500mm, I30a I-steel is adopted, the shore side of the pull rod 5 is welded with a steel plate 8 pre-embedded on the support pile 1, and the land side is embedded in the anchorage wall 4.
The crown beam 3 is of a cast-in-place concrete structure and is flush with the pavement layer 7.
And the anchorage wall 4 is of a cast-in-place reinforced concrete continuous wall structure and is positioned below the pavement layer 7.
The veneer structure 9 is a masonry hollow brick structure.
The utility model discloses in the construction, beat earlier and establish a fender pile 1, weld on pre-buried steel sheet 8 connecting beam 2 both ends again. And installing a pull rod 5, welding the shore side of the pull rod 5 to the embedded steel plate 8 on the shore side of the support pile 1, and pouring the land side into the anchorage wall 4. And embedding hollow bricks on the connecting beam 2, and then pouring the crown beam 3 to form the revetment retaining wall repairing structure.
This structure is applicable to upright shore protection and destroys land restoration, and it is high to have solved shore protection restoration operation cost on water, the inconvenient problem of construction, greatly reduced construction cost reduces the engineering time, improves the efficiency of construction.
Claims (6)
1. The utility model provides a structure is restoreed to bank protection barricade which characterized in that: including fender pile (1), even tie beam (2), crown beam (3), anchorage wall (4), pull rod (5), inlay surface structure (9), fender pile (1) is at least two, is located the bank side of barricade (6), connects through even tie beam (2) between two adjacent fender piles (1), the top is connected through crown beam (3), constitutes the restoration supporting frame of barricade (6) jointly inlay surface structure (9) in the supporting frame, the supporting frame inserts pull rod (5) anchoring in barricade (6) and is connected with anchorage wall (4) that are located barricade (6) land side through many.
2. The revetment retaining wall repair construction of claim 1, wherein: the support piles (1) are precast concrete square piles, the side length of each square pile is 400mm, a steel plate (8) is embedded in each joint of the support piles (1) and the connecting beam (2) along the revetment direction, and the steel plate is 400mm multiplied by 350mm in size.
3. The revetment retaining wall repair construction of claim 1, wherein: the length of the connecting beam (2) and the length of the pull rod (5) are both 2500mm, I30a I-steel is adopted, the shore side of the pull rod (5) is welded with a steel plate (8) pre-embedded on the support pile (1), and the land side is embedded in the anchorage wall (4).
4. The revetment retaining wall repair construction of claim 1, wherein: the crown beam (3) is of a cast-in-place concrete structure and is flush with the pavement layer (7).
5. The revetment retaining wall repair construction of claim 1, wherein: the anchorage wall (4) is of a reinforced concrete continuous wall structure and is positioned below the pavement layer (7).
6. The revetment retaining wall repair construction of claim 1, wherein: the veneer structure (9) is a masonry hollow brick structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020657633.0U CN212153271U (en) | 2020-04-27 | 2020-04-27 | Retaining wall repairing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020657633.0U CN212153271U (en) | 2020-04-27 | 2020-04-27 | Retaining wall repairing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212153271U true CN212153271U (en) | 2020-12-15 |
Family
ID=73724150
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020657633.0U Active CN212153271U (en) | 2020-04-27 | 2020-04-27 | Retaining wall repairing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212153271U (en) |
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2020
- 2020-04-27 CN CN202020657633.0U patent/CN212153271U/en active Active
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