Framework structure for reinforcing flood control dam

Abstract

The utility model belongs to the technical field of flood control dam frameworks, and particularly relates to a framework structure for reinforcing a flood control dam, which comprises the flood control dam, a hard foundation and a plurality of slope beams, the slope beams are arranged on one side of an upstream face of the flood control dam, and two ends of each slope beam are respectively fixed on the top of an upper ground pile and the top of a lower ground pile. The bottom ends of the upper ground piles and the bottom ends of the lower ground piles penetrate through the flood control dam and extend into the hard foundation, the lower ground piles are located below the upper ground piles, one set of stainless steel cable inhaul cables are arranged between every two adjacent slope beams, and the two ends of one set of stainless steel cable inhaul cables are connected with the two slope beams through inhaul cable fixing buckles correspondingly. The steel pipe clamping sleeve is fixed to one set of stainless steel cable inhaul cables and used for laying a plurality of steel pipes, the steel pipe clamping sleeve is of a preset framework structure and serves as a support of flood control equipment, the situation that a flood control dam is further eroded by local dangerous cases such as leakage and piping can be prevented, water pressure of the dam is dispersed through the ground piles, and the situation that the dangerous cases expand and consequently the dam breaks is avoided; and further flood prevention and emergency rescue measures can be conveniently implemented.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of flood control dam framework, especially relates to a framework structure for reinforcing flood control dam. BACKGROUND

[0002] China's rivers and lakes are widely distributed, and every year during the flood season, heavy rainfall weather occurs, and small and large rivers are prone to super-alarm floods, and the patrol and flood control pressure is huge, the state invests huge funds to reinforce the dam every year, and establishes a flood control and rescue system at all levels, but still cannot prevent the strong flood. Frequent floods not only bring great inconvenience to the local people's life, but also seriously restrict the economic development.

[0003] The current flood control and rescue method is relatively primitive, and there is no effective plugging measure when the danger occurs, and the construction process is very passive, and the breach is expanding, basically in a helpless state, which is in sharp contrast to the fire brigade. In view of this, a preinstalled framework structure for reinforcing flood control dam is provided. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a preinstalled framework structure for reinforcing flood control dam to solve the problems in the background art.

[0005] Therefore, the utility model provides a framework structure for reinforcing flood control dam, which comprises a flood control dam and a hard foundation, and further comprises:

[0006] A plurality of slope beams are arranged on the water side of the flood control dam, the two ends of the slope beam are fixed on the top of the upper pile and the lower pile, the bottom of the upper pile and the lower pile penetrates the flood control dam and extends into the hard foundation, the lower pile is below the upper pile, and a group of stainless steel cable stays are arranged between two adjacent slope beams, the two ends of the group of stainless steel cable stays are connected with the two slope beams through the stay fixing buckle, a plurality of steel pipes are arranged on the group of stainless steel cable stays, and the plurality of steel pipes are fixed with the group of stainless steel cable stays through a plurality of steel pipe clamps.

[0007] A plurality of anchor ring beams are arranged below the soft dam foundation below the plurality of steel pipes, the two ends of the anchor ring beam are fixedly connected with the top of the anchor pile arranged below, another group of stainless steel cable stays are arranged on the plurality of anchor ring beams, a plurality of anchors are arranged on the other group of stainless steel cable stays, and the plurality of anchors are used for fixing the lower end of the anchor chain.

[0008] In the technical solution, in the area of the warning water level of about ten meters on the water side of the flood control dam, the upper ground pile of about 25 meters deep is punched from the top, the lower ground pile of about 15 meters deep is punched below the slope, the upper ground pile and the lower ground pile are punched into the hard foundation of the dam, the top is firmly connected with the reinforced concrete slope beam of about 12 meters long, and a group of triangular frameworks of the flood control dam are formed; every certain distance of the road section, a group of triangular frameworks are established, the slope beam is attached to the water side of the dam, the slope beam and the slope beam are transversely connected by a plurality of stainless steel cable pullers through the puller fixing buckle, the stainless steel cable puller is provided with a steel pipe clamping sleeve at appropriate intervals, which is used for fixing the longitudinally arranged steel pipe, the slope beam is reserved for installing the standby support and interface of the monitor, which is used for flood control monitoring; below the weak part of the soft dam foundation below the warning water level, the framework structure composed of the anchor ground pile, the anchor ring beam, the stainless steel cable puller and the anchor ring is also pre-installed, and the anchor ring is fixed on the stainless steel cable puller; every certain distance of the flood control dam establishes a flood control equipment warehouse to store the reserved steel pipe, strong adhesive tape, anchor chain and sandbag and other special flood control equipment, when the flood leakage and piping danger occur, the professional personnel quickly lay the steel pipe or anchor chain on the stainless steel cable puller in the danger section, and build a flood control surface with the adhesive tape, and then compact the sandbag on the adhesive tape, and the sandbag is hung on the upper cable by the cable

[0009] In the above technical solution, further comprising:

[0010] The riverbed is located on one side of the flood control dam, the riverbed is above the flood, the flood side of the flood control dam is the water side of the dam, and the soft dam foundation is located on one side of the dam and below the plurality of steel pipes.

[0011] In the technical solution, the structural stability of the flood control dam, the riverbed, the water side of the dam and the soft dam foundation is ensured.

[0012] In the above technical solution, further, the water side of the dam is located in the flood, and the water side of the dam is located above the riverbed.

[0013] In the technical solution, the structural stability of the water side of the dam and the flood and the riverbed is ensured.

[0014] In the above technical solution, further, the bottom end of the upper ground pile extends into the hard foundation, and the bottom end of the lower ground pile extends into the hard foundation.

[0015] In the technical solution, the stability of the upper ground pile and the lower ground pile is ensured.

[0016] In the above technical solution, further, the top end of the lower ground pile is located on the water side of the dam.

[0017] In the technical solution, the structural stability of the lower ground pile and the water side of the dam is ensured.

[0018] In the above technical solution, further, the several steel pipes are linearly and equidistantly distributed.

[0019] In the present technical solution, the stress of the several steel pipes is ensured to be uniform.

[0020] In the above technical solution, further, the several steel pipe clamps are arranged in a matrix.

[0021] In the present technical solution, the stress of the several steel pipe clamps is ensured to be uniform.

[0022] In the above technical solution, further, the bottom end of the anchoring pile extends into the hard foundation.

[0023] In the present technical solution, the stability of the anchoring pile is ensured.

[0024] The beneficial effects of the present application are as follows:

[0025] The framework structure for reinforcing the flood control dam prevents further erosion of the flood control dam by leakage and piping and the like local dangers, disperses the water pressure of the dam by the ground pile, avoids the dam from being breached due to the expansion of the danger, and facilitates the implementation of further flood control rescue measures. BRIEF DESCRIPTION OF DRAWINGS

[0026] Fig. 1 is a sectional view of the present application;

[0027] Fig. 2 is an elevation view of the present application;

[0028] Fig. 3 is a structural view of the anchoring pile of the present application.

[0029] The marks in the drawing represent:

[0030] 1, flood control dam; 2, upper ground pile; 3, inhaul cable fixing buckle; 4, inclined beam; 5, lower ground pile; 6, dam water-facing surface; 7, flood; 8, hard foundation; 9, riverbed; 10, stainless steel cable inhaul cable; 11, steel pipe clamp; 12, steel pipe; 13, soft dam foundation; 14, anchoring pile; 15, anchor ring beam; 16, anchor ring. DETAILED DESCRIPTION

[0031] The following will be described in detail in combination with the accompanying drawings Figs. 1-3 The present application will be further described in detail.

[0032] In the present application, the terms "upper", "lower", "left", "right", "front", "back", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. These terms are mainly used to better describe the present application and its embodiments, and are not intended to limit the indicated devices, elements or components to have a specific orientation, or to be constructed and operated in a specific orientation.

[0033] Embodiment 1: The present embodiment provides a framework structure for reinforcing flood control embankment, comprising a flood control embankment 1 and a hard foundation 8, further comprising:

[0034] A plurality of slope beams 4 are arranged on the water side of the flood control embankment 1, the two ends of the slope beam 4 are fixed on the top of the upper pile 2 and the lower pile 5, and the bottom of the upper pile 2 and the lower pile 5 penetrates the flood control embankment 1 and extends into the hard foundation 8, the lower pile 5 is below the upper pile 2, and a group of stainless steel cable stays 10 are arranged between two adjacent slope beams 4, the two ends of the group of stainless steel cable stays 10 are connected with the two slope beams 4 through the stay fixing buckle 3, and a plurality of steel pipes 12 are arranged on the group of stainless steel cable stays 10, the plurality of steel pipes 12 are fixed with the group of stainless steel cable stays 10 through a plurality of steel pipe clamping sleeves 11.

[0035] A plurality of anchor ring beams 15 are arranged below the soft dam foundation 13 below the plurality of steel pipes 12, the two ends of the anchor ring beam 15 are fixedly connected with the top of the anchor pile 14 arranged below, another group of stainless steel cable stays 10 are arranged on the plurality of anchor ring beams 15, a plurality of anchor rings 16 are arranged on the another group of stainless steel cable stays 10, and the plurality of anchor rings 16 are used to fix the lower end of the anchor chain.

[0036] Wherein, in the flood control embankment 1, the water side warning water level is about 10 meters, the upper ground pile 2 is punched into about 25 meters deep from the top, the lower ground pile 5 is punched into the ground about 15 meters deep below the slope, the upper ground pile 2 and the lower ground pile 5 are punched into the hard foundation 8 of the embankment, the top is firmly connected with the reinforced concrete slope beam 4 about 12 meters long, to form a group of triangular framework of the flood control embankment 1; every certain distance of the road section, a group of triangular framework is established, the slope beam 4 is attached to the embankment water side 6, the adjacent slope beam 4 is transversely connected with the slope beam 4 by a plurality of parallel stainless steel cable pullers 10 through the puller fixing buckle 3, the stainless steel cable puller 10 is fixed with the steel pipe sleeve 11 at appropriate intervals, for fixing the longitudinally arranged steel pipe 12, the slope beam 4 is reserved with the standby support and interface for installing the monitor, for flood control monitoring; the side far away from the embankment of the weak part of the soft dam foundation 13 below the warning water level is also pre-installed with the framework structure composed of the anchor ground pile 14, the anchor ring beam 15, the stainless steel cable puller 10 and the anchor ring 16, the anchor ring 16 is fixed on the stainless steel cable puller 10, for fixing the lower end of the anchor chain, the flood control embankment 1 establishes a flood control equipment warehouse every certain distance, to store the standby steel pipe 12, strong adhesive tape, anchor chain and sandbag and other special flood control equipment, when the flood 7 leakage and piping and other dangerous situations occur, the professional personnel quickly lay the steel pipe 12 or the anchor chain on the stainless steel cable puller 10 in the dangerous section, and build a flood control surface with the adhesive tape, and then compact the adhesive tape with the sandbag, and the sandbag is hung on the upper cable with the cable.

[0037] Embodiment 2: The embodiment provides a framework structure for reinforcing a flood control embankment, in addition to the technical solutions of the above-mentioned embodiments, further comprising the following technical features:

[0038] The riverbed 9 is located on one side of the flood control embankment 1, the riverbed 9 is above the flood 7, the flood 7 side of the flood control embankment 1 is the embankment water side 6, and the soft dam foundation 13 is located on one side of the flood control embankment 1 and below the plurality of steel pipes 12.

[0039] Wherein, the structural stability of the flood control embankment 1, the riverbed 9, the embankment water side 6 and the soft dam foundation 13 is ensured.

[0040] Embodiment 3: The embodiment provides a framework structure for reinforcing a flood control embankment, in addition to the technical solutions of the above-mentioned embodiments, further comprising the following technical features, the embankment water side 6 is located in the flood 7, and the embankment water side 6 is located above the riverbed 9.

[0041] Wherein, the structural stability of the embankment water side 6, the flood 7 and the riverbed 9 is ensured.

[0042] Embodiment 4: The embodiment provides a framework structure for reinforcing flood control embankments, in addition to the technical solutions of the above-mentioned embodiments, further having the following technical features: the bottom end of the upper ground pile 2 extends into the hard ground 8, and the bottom end of the lower ground pile 5 extends into the hard ground 8.

[0043] Among them, the stability of the upper ground pile 2 and the lower ground pile 5 is ensured.

[0044] Embodiment 5: The embodiment provides a framework structure for reinforcing flood control embankments, in addition to the technical solutions of the above-mentioned embodiments, further having the following technical features: the top end of the lower ground pile 5 is located on the embankment water-facing surface 6.

[0045] Among them, the structural stability of the lower ground pile 5 and the embankment water-facing surface 6 is ensured.

[0046] Embodiment 6: The embodiment provides a framework structure for reinforcing flood control embankments, in addition to the technical solutions of the above-mentioned embodiments, further having the following technical features: the plurality of steel pipes 12 are linearly and equidistantly distributed.

[0047] Among them, the stress of the plurality of steel pipes 12 is ensured to be uniform.

[0048] Embodiment 7: The embodiment provides a framework structure for reinforcing flood control embankments, in addition to the technical solutions of the above-mentioned embodiments, further having the following technical features: the plurality of steel pipe clamping sleeves 11 are arranged in a matrix.

[0049] Among them, the stress of the plurality of steel pipe clamping sleeves 11 is ensured to be uniform. Embodiment

[0050] The embodiment provides a framework structure for reinforcing flood control embankments, in addition to the technical solutions of the above-mentioned embodiments, further having the following technical features: the bottom end of the anchor ground pile 14 extends into the hard ground 8.

[0051] Among them, the stability of the anchor ground pile 14 is ensured.

[0052] Working principle: in the flood embankment 1 water side warning water level about 10 meters interval, from the top into about 25 meters deep ground pile 2, in the slope of the ground about 15 meters deep into the lower ground pile 5, the upper ground pile 2 and the lower ground pile 5 into the hard foundation 8 of the embankment, the top is about 12 meters long reinforced concrete slope beam 4 firmly connected, form a group of triangular framework of flood embankment 1; every certain distance of road section, a group of triangular framework is established, the slope beam 4 is attached to the embankment water side 6, the slope beam 4 is transversely connected by a plurality of stainless steel cable 10 through the cable fixing buckle 3, the stainless steel cable 10 is fixed with the steel pipe sleeve 11 at appropriate intervals, which is used for fixing the longitudinally arranged steel pipe 12, the slope beam 4 is reserved for installing the standby bracket and interface of monitor, which is used for flood control monitoring; the weak part of the soft dam foundation 13 below the warning water level is away from the side of the embankment, which is also preinstalled with the framework structure composed of anchor pile 14, anchor ring beam 15, stainless steel cable 10 and anchor ring 16, the anchor ring 16 is fixed on the stainless steel cable 10, and the anchor ring 16 is used for fixing the lower end of the anchor chain; the flood embankment 1 establishes a flood control equipment warehouse every certain distance, which stores the standby steel pipe 12, strong adhesive tape, anchor chain and sandbag and other special flood control equipment, when the flood 7 leakage and piping and other dangerous situations occur, professional personnel quickly lay the steel pipe 12 or anchor chain on the stainless steel cable 10 in the dangerous section, and build a flood control surface with adhesive tape, and then compact the adhesive tape with sandbags, and the sandbags are hung on the upper cable;

[0053] I. prevent the leakage and piping and other local dangerous situations from further eroding the flood embankment 1;

[0054] II. the ground pile disperses the water pressure of the embankment, so as to avoid the danger from expanding and causing the embankment to collapse;

[0055] III. facilitate the implementation of further flood control measures;

[0056] Only a certain number of monitoring personnel and professional patrol vehicles are needed during the flood control period, the dangerous situation is timely eliminated, and after the flood season, the embankment surface is restored, and the equipment is stored in the warehouse for use next year, so that the problem of water disaster for thousands of years can be solved once and for all.

[0057] The embodiments of the application are described above in combination with the drawings, the embodiments and the features in the embodiments in the application can be combined with each other without conflict, the application is not limited to the above specific embodiments, the above specific embodiments are only illustrative but not limited, and those skilled in the art can make many forms under the inspiration of the application without departing from the purpose of the application and the scope protected by the claims, which all belong to the protection of the application.

Claims

1. A skeleton structure for reinforcing a flood protection dam, comprising a flood protection dam (1) and a hard foundation (8), characterized in that, Also include: A number of slope beams (4), a number of the slope beams (4) are arranged on the water side of the flood embankment (1), the two ends of the slope beam (4) are fixed on the top of the upper pile (2) and the lower pile (5), and the bottom of the upper pile (2) and the lower pile (5) penetrates the flood embankment (1) and extends into the hard foundation (8), the lower pile (5) is below the upper pile (2), a group of stainless steel cable (10) is arranged between two adjacent slope beams (4), the two ends of a group of stainless steel cable (10) are connected with two slope beams (4) through cable fixing buckle (3), a group of stainless steel cable (10) is used for laying a number of steel pipes (12), a number of steel pipes (12) are fixed with a group of stainless steel cable (10) through a number of steel pipe clamping sleeves (11); A number of anchor ring beams (15), a number of the anchor ring beams (15) are arranged below the soft dam foundation (13) below the steel pipe (12), the two ends of the anchor ring beam (15) are fixedly connected with the top of the anchor pile (14) arranged below, a number of the anchor ring beams (15) are provided with another group of stainless steel cable (10), a number of anchor rings (16) are arranged on another group of stainless steel cable (10), and a number of the anchor rings (16) are used for fixing the lower end of the anchor chain.

2. A skeletal structure for reinforcing flood protection embankments according to claim 1, characterised in that, Also include: River bed (9), the river bed (9) is located on one side of the flood embankment (1), the river bed (9) is above the flood (7), the flood (7) side of the flood embankment (1) is the embankment water side (6), and the soft dam foundation (13) is located on one side of the flood embankment (1) and below the steel pipe (12).

3. A skeletal structure for reinforcing a flood defence embankment according to claim 2, wherein, The embankment water side (6) is located in the flood (7), and the embankment water side (6) is located above the river bed (9).

4. A skeletal structure for reinforcing flood control embankments according to claim 1, wherein The bottom end of the upper pile (2) extends into the hard foundation (8), and the bottom end of the lower pile (5) extends into the hard foundation (8).

5. A skeletal structure for reinforcing flood control embankments according to claim 1, wherein The top end of the lower pile (5) is located on the embankment water side (6).

6. A skeletal structure for reinforcing flood control embankments according to claim 1, wherein A number of the steel pipes (12) are linearly and equally spaced.

7. A skeletal structure for reinforcing flood control embankments according to claim 1, wherein A number of the steel pipe clamping sleeves (11) are arranged in matrix.

8. A skeletal structure for reinforcing flood control embankments according to claim 1, wherein The bottom end of the anchor pile (14) extends into the hard foundation (8).

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