Movable steel-wood combined flood prevention sub-dike

Abstract

A movable steel-wood combined flood prevention sub-embankment is characterized in that a plurality of movable mounting lantern rings (5) are respectively provided with a screw rod (51), the movable mounting lantern rings (5) are sleeved on a column pile (1), a plurality of holes are formed in a first anti-seepage plate (2), the screw rods (51) on the movable mounting lantern rings (5) penetrate through the holes in the first anti-seepage plate (2) and are locked through first bolts (20), a second anti-seepage plate (3) is in a channel steel shape, and the second anti-seepage plate (3) is fixedly connected with the column pile (1). The utility model relates to the field of flood prevention equipment, in particular to a movable type steel and wood combined flood prevention sub-embankment. The utility model has the advantages that: the steel-wood water retaining component is assembled with the steel pipe and the wood template for the common building, so that the steel-wood water retaining component is low in manufacturing cost, simple and firm in structure, quick and convenient to install, good in anti-seepage effect, low in requirement on the environment of the embankment surface, and suitable for various foundations.

Description

Technical Field

[0001] The utility model relates to the field of flood control equipment, in particular to a movable steel-wood combined flood control sub-embankment. Background Art

[0002] Currently, when a dike is in danger of overflowing, it is necessary to temporarily raise the dike (dam) or quickly build a sub-dike. There are many types of sub-dikes on the market, such as earthbag dikes, rigid structure sub-dikes, and water-filled sub-dikes. Most of these sub-dikes have certain problems, such as requiring a large number of earthbags for high soil quality, high construction costs, requirements for installation foundations, and susceptibility to puncture by sharp objects. Utility Model Content

[0003] The purpose of this utility model is to provide a movable steel-wood combined flood prevention sub-embankment in view of the above-mentioned shortcomings.

[0004] The utility model comprises a column pile, a first anti-seepage plate, a second anti-seepage plate, a tail support rod and a plurality of movable mounting rings.

[0005] Multiple movable mounting rings are respectively provided with screw rods, and multiple movable mounting rings are sleeved on the column piles.

[0006] The first anti-seepage plate is provided with a plurality of holes, and the screws on the plurality of movable mounting rings pass through the plurality of holes on the first anti-seepage plate and are locked by the first bolts.

[0007] The second anti-seepage plate is in the shape of a channel steel, and a bent section bent inward is provided at the end of the channel steel.

[0008] The second anti-seepage plate is provided with a plurality of holes, and the screws on the plurality of movable mounting rings pass through the plurality of holes on the second anti-seepage plate.

[0009] Two template clamping areas for clamping the template are formed between the bent section of the second anti-seepage plate, the screws on the multiple movable mounting rings and the first anti-seepage plate, and the second anti-seepage plate can be adjusted to clamp or loosen the template in the template clamping area by adjusting the second bolts provided on the screws.

[0010] The lower part of the column pile is provided with a mounting ear, and one end of the tail support rod is connected to the mounting ear through a pin shaft.

[0011] The pressure rod support column is installed at the other end of the tail support rod through a pin shaft.

[0012] One end of the compression rod is connected to the column pile through a steel pipe connector to provide reinforced support for the column pile, and the other end of the compression rod is sleeved on the supporting end of the compression rod support column.

[0013] Furthermore, the pressure rod support column is welded together by a fixed end, a support platform and an insertion end. The other end of the pressure rod is sleeved on the insertion end and supported by the support platform. The fixed end of the pressure rod support column is installed on the other end of the tail support rod through a pin shaft.

[0014] Furthermore, bending sections are provided at both ends of the first anti-seepage plate.

[0015] Furthermore, the adhesive strip is engaged with the bent section, and the adhesive strip completely covers the bent section to increase the sealing performance when in contact with water.

[0016] A sealing gasket is provided between the second anti-seepage plate and the bolts on the second anti-seepage plate to increase the sealing performance when in contact with water.

[0017] Furthermore, the distance between the top of the column pile and the top of the second anti-seepage plate is ≥15CM.

[0018] The advantages of this utility model are: it is assembled with a "steel-wood water retaining assembly" and steel pipes and wooden formwork used in ordinary construction, with low cost, simple and strong structure, quick and convenient installation, good anti-seepage effect, low environmental requirements for the embankment surface, and adaptable to various foundations. The water retaining sub-embankment is easy to obtain materials, low cost, and has strong practicality and can be widely promoted and used. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a schematic structural diagram of the utility model.

[0020] Figure 2 It is a side view structural diagram of the utility model.

[0021] Figure 3 Schematic diagram of the structure of the first anti-seepage plate and the second anti-seepage plate in the decomposed state.

[0022] Figure 4 It is a schematic diagram of the structure of the second anti-seepage plate.

[0023] Figure 5 Schematic diagram of the structure of the compression rod and compression rod support column in the exploded state.

[0024] Figure 6 It is a schematic diagram of the combined state structure. DETAILED DESCRIPTION

[0025] To make the objectives, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions of the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings herein can be arranged and designed in various different configurations.

[0026] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but rather merely represents selected embodiments of the present invention. All other embodiments derived by persons of ordinary skill in the art based on the embodiments of the present invention without creative effort are intended to fall within the scope of protection of the present invention.

[0027] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not need to be further defined or explained in subsequent drawings.

[0028] In the description of the embodiments of the present invention, it should be noted that if the terms "upper," "lower," "inner," "outer," etc. appear, the orientation or positional relationship indicated is based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship in which the product of the invention is usually placed when in use. These terms are only used to facilitate the description of the present invention and simplify the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation. Therefore, they should not be understood as limitations on the present invention. In addition, if the terms "first," "second," etc. appear in the description of the present invention, they are only used to distinguish the description and should not be understood as indicating or implying relative importance.

[0029] In the description of the embodiments of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "disposed" and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; mechanical connections, electrical connections; direct connections, indirect connections through an intermediate medium, and internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention in specific circumstances.

[0030] As shown in the figure, the utility model includes a column pile 1, a first anti-seepage plate 2, a second anti-seepage plate 3, a tail support rod 4 and a plurality of movable mounting rings 5.

[0031] A plurality of movable mounting collars 5 are provided with screws 51 respectively, and the plurality of movable mounting collars 5 are sleeved on the column pile 1.

[0032] The first anti-seepage plate 2 is provided with a plurality of holes, and the screws 51 on the plurality of movable mounting rings 5 ​​pass through the plurality of holes on the first anti-seepage plate 2 and are locked by the first bolts 20.

[0033] The second anti-seepage plate 3 is in the shape of a channel steel, and a bent section 31 bent inward is provided at the end of the channel steel.

[0034] The second anti-seepage plate 3 is provided with a plurality of holes, and the screws 51 on the plurality of movable mounting rings 5 ​​pass through the plurality of holes on the second anti-seepage plate 3.

[0035] Two template clamping areas for clamping the template are formed between the bent section 31 of the second anti-seepage plate 3, the screws 51 on the multiple movable mounting rings 5 ​​and the first anti-seepage plate 2, and the second bolts 30 set on the screws 51 are adjusted to clamp or loosen the template in the template clamping area of ​​the second anti-seepage plate 3.

[0036] The lower part of the column pile 1 is provided with a mounting ear 6, and one end of the tail support rod 4 is connected to the mounting ear 6 through a pin shaft.

[0037] The pressure rod support column 7 is installed at the other end of the tail support rod 4 through a pin shaft.

[0038] One end of the compression rod 8 is connected to the column pile 1 through a steel pipe connector 10 to provide reinforced support for the column pile 1 , and the other end of the compression rod 8 is sleeved on the supporting end of the compression rod support column 7 .

[0039] Furthermore, the pressure rod support column 7 is welded together by a fixed end 71, a support platform 72 and an insertion end 73. The other end of the pressure rod 8 is sleeved on the insertion end 73 and supported by the support platform 72. The fixed end 71 of the pressure rod support column 7 is installed on the other end of the tail support rod 4 through a pin shaft.

[0040] Furthermore, bending sections 31 are provided at both ends of the first anti-seepage plate 2 .

[0041] Furthermore, the adhesive strip is engaged with the bent section 31. The adhesive strip completely covers the bent section 31 to increase the sealing performance when in contact with water.

[0042] A sealing gasket is provided between the second anti-seepage plate 3 and the bolts on the second anti-seepage plate 3 to increase the sealing performance when in contact with water.

[0043] Furthermore, the distance between the top of the column pile and the top of the second anti-seepage plate is ≥15CM.

[0044] Example 1:

[0045] Insert the column pile 1 into the earth slope of the embankment, and adjust the height of the multiple movable installation rings 5 ​​according to the required depth. When the column pile 1 is inserted, the bottom of the first anti-seepage plate 2 and the second anti-seepage plate 3 are in contact with the surface of the earth slope, and the anti-seepage plate step is installed;

[0046] The tail support rod 4 rotates to contact the soil slope, and one end of the pressure rod 8 is connected to the column pile 1 through the steel pipe connector 10 to strengthen the support of the column pile 1. The other end of the pressure rod 8 is sleeved on the support end of the pressure rod support column 7 to provide tail support;

[0047] like Figure 6As shown, a template is placed in the clamping area between each two adjacent assembled waterproof baffles, and the bolts on the screw are adjusted to tighten the template. After the template is placed, a layer of soil is covered on the bottom of the template to prevent water seepage.

[0048] After completion, one or two barrier bars can be placed behind the formwork (the barrier bars are placed on the slope) to prevent the wooden boards from being over-pressed and cracked.

Claims

1. A movable steel-wood composite flood control sub-embankment, characterized in that It comprises a column pile (1), a first anti-seepage plate (2), a second anti-seepage plate (3), a tail support rod (4) and a plurality of movable mounting rings (5). A plurality of movable mounting collars (5) are respectively provided with screw rods (51), and the plurality of movable mounting collars (5) are sleeved on the column pile (1). The first anti-seepage plate (2) is provided with a plurality of holes, and the screws (51) on the plurality of movable mounting rings (5) pass through the plurality of holes on the first anti-seepage plate (2) and are locked by the first bolts (20). The second anti-seepage plate (3) is in the shape of a channel steel, and an inwardly bent section (31) is provided at the end of the channel steel. The second anti-seepage plate (3) is provided with a plurality of holes, and the screws (51) on the plurality of movable mounting rings (5) pass through the plurality of holes on the second anti-seepage plate (3). Two template clamping areas for clamping the template are formed between the bent section (31) of the second anti-seepage plate (3), the screws (51) on the plurality of movable mounting rings (5) and the first anti-seepage plate (2), and the second anti-seepage plate (3) is adjusted to clamp or release the template in the template clamping area. The lower part of the column pile (1) is provided with a mounting ear (6), and one end of the tail support rod (4) is connected to the mounting ear (6) through a pin shaft. The pressure rod support column (7) is installed on the other end of the tail support rod (4) through a pin shaft. One end of the compression rod (8) is connected to the column pile (1) through a steel pipe connector (10) to reinforce the column pile (1), and the other end of the compression rod (8) is sleeved on the support end on the compression rod support column (7).

2. The movable steel-wood composite flood control sub-embankment according to claim 1 is characterized in that: The pressure rod support column (7) is formed by welding a fixed end (71), a support platform (72) and an insertion end (73) in one piece. The other end of the pressure rod (8) is sleeved on the insertion end (73) and supported by the support platform (72). The fixed end (71) of the pressure rod support column (7) is installed on the other end of the tail support rod (4) through a pin shaft.

3. The movable steel-wood composite flood control sub-embankment according to claim 1 is characterized in that: Bending sections (31) are provided at both ends of the first anti-seepage plate (2).

4. The movable steel-wood composite flood control sub-embankment according to claim 1 is characterized in that: The rubber strip is clamped on the bent section (31).

5. The movable steel-wood composite flood control sub-embankment according to claim 1 is characterized in that: The distance between the top of the column pile and the top of the second anti-seepage plate is ≥15CM.

6. The movable steel-wood composite flood control sub-embankment according to claim 1 is characterized in that: A sealing gasket is provided between the second anti-seepage plate (3) and the bolts on the second anti-seepage plate (3).

Images