Novel mixing pile composite foundation for revetment reinforcement
By using a new type of cement mixing pile composite foundation structure, which combines cement mixing piles with silt layers and employs multi-directional stabilizing components, the problem of single stability in traditional bank protection measures is solved, achieving a more efficient bank protection reinforcement effect.
Patent Information
- Application Number
- CN202520131754.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-21
- Publication Date
- 2026-01-09
- Estimated Expiration
- 2035-01-21
AI Technical Summary
Traditional bank protection measures offer limited stability and require complete replacement after damage, resulting in wasted resources.
A new type of cement mixing pile composite foundation structure is adopted, which combines cement mixing piles with the mud and sand layer, and uses components such as protective sleeves, fixing rods, load-bearing rings, limiting structures and locking structures to achieve multi-directional stabilization and form an inner and outer layer composite fixation.
It improves the longitudinal and lateral stability of the revetment, reduces the frequency of overall replacement after damage, and saves resources.
Smart Images
Figure CN223780873U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of bank protection reinforcement, particularly relates to a novel mixing pile composite foundation for bank protection reinforcement. BACKGROUND
[0002] Bank protection engineering refers to the measures of building and reinforcing the original bank slope in estuary, river, lake and coastal area to prevent the invasion of waves and water flow, scouring and bank collapse caused by soil pressure and underground water seepage pressure, and the protection engineering of bank protection is to prevent the lateral erosion of river and the collapse of bank caused by local scouring of river channel to make the main flow line deviate from the protection engineering facilities of the scoured section. The protection measures usually include: directly reinforcing the bank slope, planting trees and grass on the bank slope, and throwing or building stone bank protection.
[0003] However, the traditional protection measures can only be single-directionally stable, single-stable, not comprehensive enough, and are installed once, need to be replaced as a whole when damaged, which is very wasteful. UTILITY MODEL CONTENT
[0004] The utility model solves the technical problem that the traditional protection measures can only be single-directionally stable, single-stable, not comprehensive enough, and are installed once, need to be replaced as a whole when damaged, which is very wasteful.
[0005] In order to solve the above technical problem, the technical scheme of the utility model is a novel mixing pile composite foundation for bank protection reinforcement, which comprises a silt layer and a plurality of cement mixing piles, the plurality of cement mixing piles are respectively installed on the inner wall surface of the silt layer, the upper wall surface of the plurality of cement mixing piles is respectively provided with a fixing hole, a bearing structure is installed in the plurality of fixing holes, a limiting structure is connected in the bearing structure, a fixing structure is sleeved on the outer wall surface of the limiting structure, a locking structure is connected on the fixing structure, and a foundation structure is connected on the fixing structure; the bearing structure comprises a plurality of protective sleeves, a plurality of fixed rods and a plurality of bearing rings; the plurality of protective sleeves are respectively installed in the plurality of fixing holes, the plurality of fixed rods are respectively installed in the plurality of protective sleeves, and the plurality of bearing rings are respectively installed on the upper end surface of the plurality of fixed rods.
[0006] As a further scheme of the utility model, the limiting structure comprises a plurality of limiting rods, a plurality of limiting grooves and a plurality of limiting blocks; the plurality of limiting rods are respectively connected in the plurality of bearing rings, the plurality of limiting grooves are respectively formed in the outer wall surface of the plurality of limiting rods, and the plurality of limiting blocks are respectively installed on the front wall surface of the plurality of limiting rods.
[0007] As a further scheme of the utility model: the fixed structure includes: a plurality of limiting seats, a plurality of connecting seats and a plurality of foundation seats, a plurality of limiting seats are connected in a plurality of limiting grooves respectively, a plurality of connecting seats are installed on the upper wall surface of a plurality of limiting seats respectively, and a plurality of foundation seats are installed on the upper wall surface of a plurality of connecting seats respectively.
[0008] As a further scheme of the utility model: the locking structure includes: a plurality of locking guide holes, a plurality of limiting bolts and a plurality of locking nuts, a plurality of locking guide holes are formed in the two side faces of a plurality of foundation seats respectively, a plurality of limiting bolts are connected to the inner wall face of a plurality of locking guide holes respectively, and a plurality of locking nuts are sleeved on the outer wall face of a plurality of limiting bolts respectively.
[0009] As a further scheme of the utility model: the foundation structure includes: a plurality of foundation guide holes, a plurality of foundation guide rods and an upper layer foundation, a plurality of foundation guide holes are formed in the upper wall face of a plurality of foundation seats respectively, a plurality of foundation guide rods are connected to the inner wall face of a plurality of foundation guide holes respectively, and the upper layer foundation is installed on the upper wall face of a plurality of foundation guide rods.
[0010] As a further scheme of the utility model: a plurality of protective sleeves are made of environment-friendly rubber.
[0011] As a further scheme of the utility model: assembly chamfers are formed in the edges of a plurality of limiting grooves respectively.
[0012] The utility model adopts the above technical scheme, compared with the prior art, has the following advantages:
[0013] A plurality of protective sleeves are inserted into a plurality of fixed holes respectively, a plurality of fixed rods are inserted into a plurality of protective sleeves, a plurality of bearing rings are uniformly oriented, a plurality of limiting rods are inserted into a plurality of bearing rings, a plurality of limiting blocks are clamped on the outermost bearing ring, a plurality of limiting seats are inserted into a plurality of limiting grooves through a plurality of connecting seats and a plurality of foundation seats, a plurality of limiting bolts are inserted into a plurality of locking guide holes and locked by a plurality of locking nuts, the fixing of a plurality of foundation seats is completed, and the problem that traditional protective measures are installed once and need to be replaced as a whole when damaged, which is very wasteful, is solved.
[0014] The longitudinal stability of the silt layer is reinforced by a plurality of cement mixing piles, the upper silt layer is stabilized and the transverse stability of the silt layer is strengthened by a plurality of foundation seats and a plurality of limiting bolts, the sand and stone layer is laid on the upper layer foundation after the upper layer foundation is installed, the problem that traditional protective measures can only be stabilized in one direction and are single and not comprehensive is solved by the inner and outer layer composite fixation. ACCURACY OF DRAWINGS
[0015] Figure 1The utility model discloses an overall structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement.
[0016] Figure 2 The utility model discloses a bearing structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement.
[0017] Figure 3 The utility model discloses a bearing structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement, and the partial close -up of A is shown in the figure.
[0018] Figure 4 The utility model discloses a foundation structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement.
[0019] Figure 5 The utility model discloses a locking structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement.
[0020] In the figure: 1, the silt layer; 2, cement mixing pile; 3, fixed hole; 4, protective sleeve; 5, fixed rod; 6, bearing ring; 7, limiting rod; 8, limiting groove; 9, limiting block; 10, limiting seat; 11, connecting seat; 12, foundation seat; 13, locking guide hole; 14, limiting bolt; 15, locking nut; 16, foundation guide hole; 17, foundation guide rod; 18, upper layer foundation. DETAILED DESCRIPTION
[0021] The utility model discloses an overall structure schematic diagram of a new type mixing pile composite foundation of bank protection reinforcement.
[0022] Please refer to Figures 1-5 A new type mixing pile composite foundation of bank protection reinforcement, including silt layer 1 and a plurality of cement mixing pile 2, a plurality of cement mixing pile 2 are installed respectively in the inner wall surface of silt layer 1, and the upper wall surface of a plurality of cement mixing pile 2 is provided with fixed hole 3 respectively, a plurality of fixed hole 3 is installed with bearing structure, and the bearing structure is connected with limiting structure, the outer wall surface of limiting structure is sleeved with fixed structure, and the fixed structure is connected with locking structure, and the fixed structure is connected with foundation structure.
[0023] Please refer to Figure 2The limiting structure comprises: a plurality of limiting rods 7, a plurality of limiting grooves 8 and a plurality of limiting blocks 9; the plurality of limiting rods 7 are connected in the plurality of load-bearing rings 6 respectively, the plurality of limiting grooves 8 are formed on the outer wall surface of the plurality of limiting rods 7 respectively, and the plurality of limiting blocks 9 are installed on the front wall surface of the plurality of limiting rods 7 respectively.
[0024] Please refer to Figure 4 The fixing structure comprises: a plurality of limiting seats 10, a plurality of connecting seats 11 and a plurality of foundation seats 12; the plurality of limiting seats 10 are connected in the plurality of limiting grooves 8 respectively, the plurality of connecting seats 11 are installed on the upper wall surface of the plurality of limiting seats 10 respectively, and the plurality of foundation seats 12 are installed on the upper wall surface of the plurality of connecting seats 11 respectively.
[0025] Please refer to Figure 5 The locking structure comprises: a plurality of locking guide holes 13, a plurality of limiting bolts 14 and a plurality of locking nuts 15; the plurality of locking guide holes 13 are formed on the two side surfaces of the plurality of foundation seats 12 respectively, the plurality of limiting bolts 14 are connected on the inner wall surface of the plurality of locking guide holes 13 respectively, and the plurality of locking nuts 15 are sleeved on the outer wall surface of the plurality of limiting bolts 14 respectively.
[0026] Please refer to Figure 4 The foundation structure comprises: a plurality of foundation guide holes 16, a plurality of foundation guide rods 17 and an upper layer foundation 18; the plurality of foundation guide holes 16 are formed on the upper wall surface of the plurality of foundation seats 12 respectively, the plurality of foundation guide rods 17 are connected on the inner wall surface of the plurality of foundation guide holes 16 respectively, and the upper layer foundation 18 is installed on the upper wall surface of the plurality of foundation guide rods 17.
[0027] Please refer to Figure 3 The plurality of protective sleeves 4 are made of environment-friendly rubber, and when in use, the plurality of protective sleeves 4 prevent the plurality of fixed rods 5 from colliding with the plurality of fixed holes 3 during assembly, thereby prolonging the service life.
[0028] Please refer to Figure 3 The edges of the plurality of limiting grooves 8 are respectively provided with assembly chamfers, which facilitate quick installation and save time.
[0029] In the embodiment, the plurality of protective sleeves 4 are respectively inserted into the plurality of fixed holes 3, the plurality of fixed rods 5 are inserted into the plurality of protective sleeves 4, the plurality of load-bearing rings 6 are oriented uniformly, the plurality of limiting rods 7 are inserted into the plurality of load-bearing rings 6, the plurality of limiting blocks 9 are respectively clamped on the outermost load-bearing rings 6, the plurality of limiting seats 10 are inserted into the plurality of limiting grooves 8 through the plurality of connecting seats 11 and the plurality of foundation seats 12, the plurality of limiting bolts 14 are inserted into the plurality of locking guide holes 13, and the plurality of locking nuts 15 are locked, thereby completing the fixation of the plurality of foundation seats 12.
[0030] Specifically, during installation, the operator sets a plurality of cement mixing piles 2 in the silt layer 1, then opens a plurality of fixed holes 3 when the plurality of cement mixing piles 2 are not completely dry, and then inserts a plurality of protective sleeves 4 into the plurality of fixed holes 3 when the plurality of cement mixing piles 2 are completely dry, and then inserts a plurality of fixed rods 5 into the plurality of protective sleeves 4, and then unifies the direction of a plurality of load-bearing rings 6, and then inserts a plurality of limiting rods 7 along the plurality of load-bearing rings 6, until a plurality of limiting blocks 9 are respectively clamped on the outermost load-bearing ring 6, and then a plurality of limiting seats 10 are respectively inserted into a plurality of limiting grooves 8 through a plurality of connecting seats 11 and a plurality of foundation seats 12, and then a plurality of limiting bolts 14 are respectively inserted into a plurality of locking guide holes 13 and locked by a plurality of locking nuts 15, to complete the fixation of the plurality of foundation seats 12, and finally a plurality of foundation guide rods 17 are inserted into a plurality of foundation guide holes 16 to complete the installation of the upper layer foundation 18.
[0031] In the embodiment, the longitudinal stability of the silt layer 1 is reinforced by the plurality of cement mixing piles 2, and the upper part of the silt layer 1 is stabilized by the plurality of foundation seats 12 cooperating with the plurality of limiting bolts 14, thereby strengthening the lateral stability of the silt layer 1, and then the upper layer foundation 18 is installed, and then a sand and stone layer is laid on the upper layer foundation 18, and the inner and outer layers are fixed by the inner and outer layers.
[0032] Specifically, during installation, the operator sets a plurality of cement mixing piles 2 in the silt layer 1, then opens a plurality of fixed holes 3 when the plurality of cement mixing piles 2 are not completely dry, and then inserts a plurality of protective sleeves 4 into the plurality of fixed holes 3 when the plurality of cement mixing piles 2 are completely dry, and then inserts a plurality of fixed rods 5 into the plurality of protective sleeves 4, and then unifies the direction of a plurality of load-bearing rings 6, and then inserts a plurality of limiting rods 7 along the plurality of load-bearing rings 6, until a plurality of limiting blocks 9 are respectively clamped on the outermost load-bearing ring 6, and then a plurality of limiting seats 10 are respectively inserted into a plurality of limiting grooves 8 through a plurality of connecting seats 11 and a plurality of foundation seats 12, and then a plurality of limiting bolts 14 are respectively inserted into a plurality of locking guide holes 13 and locked by a plurality of locking nuts 15, to complete the fixation of the plurality of foundation seats 12, and finally a plurality of foundation guide rods 17 are inserted into a plurality of foundation guide holes 16 to complete the installation of the upper layer foundation 18.
[0033] The embodiments of the utility model are described in detail in combination with the drawings, but the utility model is not limited to the described embodiments. For those skilled in the art, various changes, modifications, replacements and modifications can be made to these embodiments without departing from the principles and spirits of the utility model, and still fall within the protection scope of the utility model.
Claims
1. A new type of mixing pile composite foundation for bank protection reinforcement, comprising a sand layer (1) and a plurality of cement mixing piles (2), characterized in that, The cement mixing pile (2) is installed on the inner wall of the sediment layer (1), the upper wall of the cement mixing pile (2) is provided with a fixing hole (3), the fixing hole (3) is provided with a bearing structure, the bearing structure is connected with a limiting structure, the limiting structure is provided with a fixing structure, the fixing structure is connected with a locking structure, and the fixing structure is connected with a foundation structure. The bearing structure comprises a plurality of protective sleeves (4), a plurality of fixed rods (5) and a plurality of bearing rings (6). The protective sleeve (4) is installed in the fixed hole (3), the fixed rod (5) is installed in the protective sleeve (4), and the bearing ring (6) is installed at the upper end of the fixed rod (5).
2. A new type of mixing pile composite foundation for bank protection and reinforcement according to claim 1, characterized in that, The limiting structure comprises a plurality of limiting rods (7), a plurality of limiting grooves (8) and a plurality of limiting blocks (9). The limiting rod (7) is connected in the bearing ring (6), the limiting groove (8) is provided on the outer wall of the limiting rod (7), and the limiting block (9) is installed on the front wall of the limiting rod (7).
3. A new type of mixing pile composite foundation for bank protection and reinforcement according to claim 2, characterized in that, The fixing structure comprises a plurality of limiting seats (10), a plurality of connecting seats (11) and a plurality of foundation seats (12). The limiting seat (10) is connected in the limiting groove (8), the connecting seat (11) is installed on the upper wall of the limiting seat (10), and the foundation seat (12) is installed on the upper wall of the connecting seat (11).
4. A new type of mixing pile composite foundation for bank protection and reinforcement according to claim 3, characterized in that, The locking structure comprises a plurality of locking guide holes (13), a plurality of limiting bolts (14) and a plurality of locking nuts (15). The locking guide hole (13) is provided on the two side walls of the foundation seat (12), the limiting bolt (14) is connected to the inner wall of the locking guide hole (13), and the locking nut (15) is sleeved on the outer wall of the limiting bolt (14).
5. A new type of mixing pile composite foundation for bank protection and reinforcement according to claim 3, characterized in that, The foundation structure comprises a plurality of foundation guide holes (16), a plurality of foundation guide rods (17) and an upper foundation (18). The foundation guide hole (16) is provided on the upper wall of the foundation seat (12), the foundation guide rod (17) is connected to the inner wall of the foundation guide hole (16), and the upper foundation (18) is installed on the upper wall of the foundation guide rod (17).
6. A new type of mixing pile composite foundation for shore protection and reinforcement according to claim 1, characterized in that, The protective sleeve (4) is made of environment-friendly rubber.
7. A new type of mixing pile composite foundation for shore protection and reinforcement according to claim 2, characterized in that, The limiting groove (8) is provided with an assembly chamfer on the edge.