CN214695415U - A reinforced structure for hydraulic engineering dyke - Google Patents

Abstract

The utility model discloses a reinforced structure for hydraulic engineering flood bank, including grit ground and concrete layer, the top of grit ground is equipped with soil base, and is equipped with the support pedestal above the left end on soil base, the right-hand member of support pedestal is equipped with main hydraulic stem and vice hydraulic stem respectively, the right-hand member swing joint of main hydraulic stem has pressure-bearing panel, concrete layer's right side is equipped with the stone, the right side of stone is equipped with the guide block. This a reinforced structure for hydraulic engineering flood bank, this flood bank structure is inside can change the impact direction to the flood through the guide block, thereby offset the impact force to the flood, wherein the right-hand member surface of guide block sets up to circular-arc structure, and bearing steel sheet can carry out the fixed stay effect to the reposition of redundant personnel post with the cooperation of supporting between the angle bar, the right-hand member surface of reposition of redundant personnel post is the protruding form of circular arc, effectively shunt the impact rivers of flood and break up, thereby indirect reduction flood is to the direct impact of guide block.

Description

A reinforced structure for hydraulic engineering dyke

Technical Field

The utility model relates to a hydraulic engineering technical field specifically is a reinforced structure for hydraulic engineering flood bank.

Background

Hydraulic engineering is a general term for various engineering constructions built for controlling, utilizing and protecting water resources and environments on the earth surface and underground; projects constructed for eliminating water damage and developing and utilizing water resources are divided into flood control projects, farmland hydraulic projects, hydroelectric power generation projects, waterway and port projects, water supply and drainage projects, environmental hydraulic projects, coastal reclamation projects and the like according to service objects, hydraulic projects which can simultaneously serve multiple targets of flood control, water supply, irrigation, power generation and the like are called comprehensive utilization hydraulic projects, wherein a flood bank refers to a dam which is built for preventing rivers from overflowing, the flood bank appears hundreds of years ago, the flood bank is usually a pile of soil, the soil pile is in a long strip shape and can extend kilometers continuously along rivers, lakes or oceans sometimes, the flood bank along the bank of Mixish rivers is mostly 3-7 meters high, and the flood bank of Netherlands is up to 10 meters.

The existing flood control dikes are mostly unified, the blocking of flood is mostly realized in a foundation building accumulation mode, but the structural resistance of the existing flood control dikes easily reaches the use upper limit, so that the structure cannot be increased on the basis of the original flood control dikes to improve the impact resistance upper limit, and the situation that the flood control dikes collapse easily occurs under the condition of facing different flood impact forces is solved.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a reinforced structure for hydraulic engineering dyke to solve the most comparatively unification of the dyke structure that proposes in the above-mentioned background art, mostly pile up the mode with the capital construction and realize the block to the flood, nevertheless its structural resistance reaches the use upper limit very easily, consequently can't increase the structure on original dyke basis in order to improve the upper limit that shocks resistance, thereby appear the circumstances scheduling problem that the dyke collapsed easily under the condition in the face of different flood impact forces.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reinforced structure for hydraulic engineering flood bank, includes grit ground and concrete layer, the top of grit ground is equipped with the soil base layer, and is equipped with the support base on the left end top of soil base layer, the right-hand member of support base is equipped with main hydraulic stem and vice hydraulic stem respectively, and main hydraulic stem is located the top of vice hydraulic stem, main hydraulic stem's right-hand member swing joint has the pressure-bearing panel, and the right side of pressure-bearing panel is equipped with concrete layer, concrete layer's right side is equipped with the stone, and the upper and lower both sides of stone all are equipped with the concrete rubble, the right side of stone is equipped with the guide block, and the inside of guide block is equipped with the steel sheet, the right side welding of pressure-bearing steel sheet has the support angle bar, and the right-hand member welding of supporting angle bar has the pressure-bearing column, the right-hand member of concrete rubble is equipped with the grid steelframe.

Preferably, the upper surface of grit ground and the lower surface of soil base layer closely laminate, and the support pedestal is embedded in the inside of soil base layer.

Preferably, the support base is a combined structure with a trapezoidal plate surface, and the support base and the left end of the auxiliary hydraulic rod are welded.

Preferably, the included angle between the main hydraulic rod and the auxiliary hydraulic rod is 45 degrees, and the right ends of the main hydraulic rod and the auxiliary hydraulic rod are connected with the left side surface of the pressure-bearing panel.

Preferably, the pressure-bearing panel is parallel to the right side surface of the support base, and the right side surface of the pressure-bearing panel is tightly attached to the left side surface of the concrete layer.

Preferably, the supporting angle iron penetrates through the interior of the grid steel frame, and the supporting angle iron is perpendicular to the left end surface of the flow dividing column.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model discloses in rely on the cooperation between grit ground and the soil matrix layer to carry out supporting role to this flood bank structure, keep the bearing structure of whole flood bank to utilize support pedestal, main hydraulic stem and vice hydraulic stem to carry out one-way supporting role to bearing panel and flood bank structure, wherein support pedestal can vertically insert in the ground in the use, the trapezoidal platelike structure of its left side equidistance arrangement can improve the bearing capacity of support pedestal in the atress process;

2. the utility model discloses in rely on main hydraulic stem and vice hydraulic stem can carry out the fixed support effect to the upper and lower both ends of pressure-bearing panel respectively, the frame construction that constitutes right angled triangle between main hydraulic stem and vice hydraulic stem and the pressure-bearing panel three can have higher bearing capacity, can effectually provide support reinforcement to the flood bank to the angle of its triangular frame also can change along with the flexible of main hydraulic stem;

3. the utility model discloses in can change the impact direction to the flood through the guide block to offset the impact force to the flood, wherein the right-hand member surface of guide block sets up to circular-arc structure, and bearing steel sheet and support cooperation between the angle bar can carry out the fixed stay effect to the reposition of redundant personnel post, and the right-hand member surface of reposition of redundant personnel post is the protruding form of circular arc, effectively shunts the impact rivers of flood and breaks up, thereby indirect reduction flood is to the direct impact of guide block.

Drawings

FIG. 1 is a schematic view of the structure of the present invention;

FIG. 2 is a schematic side view of the present invention;

fig. 3 is a schematic view of the top view structure of the supporting angle iron of the present invention.

In the figure: 1. a sandstone foundation; 2. a soil base layer; 3. a support base; 4. the main hydraulic rod; 5. a secondary hydraulic stem; 6. a pressure-bearing panel; 7. a concrete layer; 8. a stone block; 9. concrete macadam; 10. a guide block; 11. a pressure-bearing steel plate; 12. supporting angle iron; 13. a flow-dividing column; 14. grid steel frame.

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. 1-3, the present invention provides a technical solution: a reinforced structure for a hydraulic engineering flood bank comprises a gravel foundation 1 and a concrete layer 7, wherein a soil base layer 2 is arranged above the gravel foundation 1, a supporting base 3 is arranged above the left end of the soil base layer 2, the upper surface of the gravel foundation 1 is tightly attached to the lower surface of the soil base layer 2, the supporting base 3 is embedded in the soil base layer 2, a main hydraulic rod 4 and an auxiliary hydraulic rod 5 are respectively arranged at the right end of the supporting base 3, the main hydraulic rod 4 is positioned above the auxiliary hydraulic rod 5, the supporting base 3 is a combined structure body with a trapezoidal plate surface, and the left ends of the supporting base 3 and the auxiliary hydraulic rod 5 are welded; the flood bank structure is supported by the cooperation between the gravel foundation 1 and the soil foundation layer 2, the bearing structure of the whole flood bank is kept, and the bearing panel 6 and the flood bank structure are supported in a single direction by utilizing the support base 3, the main hydraulic rod 4 and the auxiliary hydraulic rod 5, wherein the support base 3 can be vertically inserted into the ground in the use process, and the bearing capacity of the support base 3 in the stress process can be improved by the trapezoidal plate-shaped structure with the left side arranged at equal intervals;

the right end of the main hydraulic rod 4 is movably connected with a pressure-bearing panel 6, a concrete layer 7 is arranged on the right side of the pressure-bearing panel 6, an included angle between the main hydraulic rod 4 and the auxiliary hydraulic rod 5 is 45 degrees, and the right ends of the main hydraulic rod 4 and the auxiliary hydraulic rod 5 are both connected with the left side surface of the pressure-bearing panel 6; the pressure-bearing panel 6 is parallel to the right side surface of the support base 3, and the right side surface of the pressure-bearing panel 6 is tightly attached to the left side surface of the concrete layer 7; the upper end and the lower end of the pressure-bearing panel 6 can be respectively fixed and supported by the main hydraulic rod 4 and the auxiliary hydraulic rod 5, a right-angled triangular frame structure formed by the main hydraulic rod 4, the auxiliary hydraulic rod 5 and the pressure-bearing panel 6 can have higher bearing capacity, can effectively provide supporting and reinforcing effects for the flood bank, and the angle of the triangular frame can be changed along with the extension and retraction of the main hydraulic rod 4;

the right side of the concrete layer 7 is provided with a stone block 8, concrete broken stones 9 are arranged on the upper side and the lower side of the stone block 8, a guide block 10 is arranged on the right side of the stone block 8, a pressure-bearing steel plate 11 is arranged inside the guide block 10, a supporting angle iron 12 is welded on the right side of the pressure-bearing steel plate 11, a diversion column 13 is welded on the right end of the supporting angle iron 12, a grid steel frame 14 is arranged on the right end of the concrete broken stone 9, the supporting angle iron 12 penetrates through the interior of the grid steel frame 14, and the supporting angle iron 12 is perpendicular to the surface of the left end of the diversion column 13; this flood bank structure is inside can change the impact direction to flood through guide block 10 to offset the impact force of flood, wherein the right-hand member surface of guide block 10 sets up to circular-arc structure, and bearing steel sheet 11 can carry out the fixed stay effect to diversion post 13 with supporting the cooperation between the angle bar 12, the right-hand member surface of diversion post 13 is the protruding form of circular arc, effectively shunts the impact current of flood and breaks up, thereby indirect reduction flood is to the direct impact of guide block 10.

The working principle is as follows: for the winding equipment for processing the galvanized steel wire, firstly, the flood bank structure is supported by the cooperation between the gravel foundation 1 and the soil foundation layer 2, the pressure-bearing structure of the whole flood bank is kept, and the support base 3, the main hydraulic rod 4 and the auxiliary hydraulic rod 5 are utilized to perform the one-way support effect on the pressure-bearing panel 6 and the flood bank structure, wherein the support base 3 can be vertically inserted into the ground in the use process, and the pressure-bearing capacity of the support base 3 in the stress process can be improved by the trapezoidal plate-shaped structures which are equidistantly arranged on the left side of the support base 3; the upper end and the lower end of the pressure-bearing panel 6 can be respectively fixed and supported by the main hydraulic rod 4 and the auxiliary hydraulic rod 5, a right-angled triangle frame structure formed by the main hydraulic rod 4, the auxiliary hydraulic rod 5 and the pressure-bearing panel 6 has higher bearing capacity, can effectively provide supporting and reinforcing effects for the flood bank, and the angle of the triangular frame can be changed along with the extension and retraction of the main hydraulic rod 4, and finally the impact direction to the flood can be changed through the guide block 10, so that the impact force to the flood is offset, wherein the right-hand member surface of guide block 10 sets up to circular-arc structure, and the cooperation between pressure-bearing steel sheet 11 and the support angle bar 12 can carry out the fixed support effect to reposition of redundant personnel post 13, and the right-hand member surface of reposition of redundant personnel post 13 is the protruding form of circular arc, effectively carries out the reposition of redundant personnel with the impact rivers of flood and breaks up to indirect reduction flood is to the direct impact of guide block 10.

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 (6)

1. The utility model provides a reinforced structure for hydraulic engineering flood bank, includes grit ground (1) and concrete layer (7), its characterized in that: the concrete foundation is characterized in that a soil base layer (2) is arranged above the gravel foundation (1), a supporting base (3) is arranged above the left end of the soil base layer (2), a main hydraulic rod (4) and an auxiliary hydraulic rod (5) are respectively arranged at the right end of the supporting base (3), the main hydraulic rod (4) is positioned above the auxiliary hydraulic rod (5), a pressure-bearing panel (6) is movably connected to the right end of the main hydraulic rod (4), a concrete layer (7) is arranged on the right side of the pressure-bearing panel (6), stone blocks (8) are arranged on the right side of the concrete layer (7), concrete broken stones (9) are respectively arranged on the upper side and the lower side of each stone block (8), guide blocks (10) are arranged on the right side of each stone block (8), pressure-bearing steel plates (11) are arranged inside the guide blocks (10), supporting angle irons (12) are welded on the right side of each pressure-bearing steel plate (11), and diversion columns (13) are welded on the right ends of the supporting angle irons (12), and a grid steel frame (14) is arranged at the right end of the concrete macadam (9).

2. A reinforcing structure for a hydraulic engineering breakwater according to claim 1, wherein: the upper surface of grit ground (1) and the lower surface of soil basic unit (2) closely laminate, and support pedestal (3) are embedded in the inside of soil basic unit (2).

3. A reinforcing structure for a hydraulic engineering breakwater according to claim 1, wherein: the support base (3) is a combined structure body with a trapezoidal plate surface, and the support base (3) and the left end of the auxiliary hydraulic rod (5) are welded.

4. A reinforcing structure for a hydraulic engineering breakwater according to claim 1, wherein: the included angle between the main hydraulic rod (4) and the auxiliary hydraulic rod (5) is 45 degrees, and the right ends of the main hydraulic rod (4) and the auxiliary hydraulic rod (5) are connected with the left side surface of the pressure-bearing panel (6).

5. A reinforcing structure for a hydraulic engineering breakwater according to claim 1, wherein: the pressure-bearing panel (6) is parallel to the right side surface of the support base (3), and the right side surface of the pressure-bearing panel (6) is tightly attached to the left side surface of the concrete layer (7).

6. A reinforcing structure for a hydraulic engineering breakwater according to claim 1, wherein: the supporting angle iron (12) penetrates through the interior of the grid steel frame (14), and the supporting angle iron (12) is perpendicular to the left end surface of the flow dividing column (13).

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