CN217923351U - Urban river course is ladder step structure down in river - Google Patents

Urban river course is ladder step structure down in river Download PDF

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Publication number
CN217923351U
CN217923351U CN202222020439.3U CN202222020439U CN217923351U CN 217923351 U CN217923351 U CN 217923351U CN 202222020439 U CN202222020439 U CN 202222020439U CN 217923351 U CN217923351 U CN 217923351U
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river
ladder step
ladder
platform
longitudinal
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谢松桦
卢荻秋
罗真行
任久明
徐大彬
吴丹妮
周祥森
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PowerChina Chengdu Engineering Co Ltd
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PowerChina Chengdu Engineering Co Ltd
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Abstract

The utility model discloses a river ladder step structure under city river course, include: one end of the transverse ladder step is connected to the bank side, and the other end of the transverse ladder step is connected with the landscape platform; one end of the longitudinal ladder step is connected with the landscape platform, and the other end of the longitudinal ladder step is arranged obliquely downwards and is connected with the hydrophilic platform; the transverse ladder steps are perpendicular to the flow direction of the river channel, and the longitudinal ladder steps are parallel to the flow direction of the river channel; the longitudinal steps are arranged along the water flow direction; the other end of the transverse ladder step is arranged in a downward inclined mode; by adopting the scheme, urban land can be saved on the basis of basic functional requirements such as ensuring that a shoreline is communicated, maintained and overhauled, and the extension function of river stairs is fully exerted while viewing and hydrophilic effects are taken into consideration.

Description

Urban river course is ladder step structure down in river
Technical Field
The utility model relates to a hydraulic and hydroelectric engineering technical field, concretely relates to urban river way is ladder step structure down.
Background
The city embankment engineering construction is an important component of city construction, is not only related to the beauty of cities, but also closely related to the life and property safety of people, and is a practical long-term flood control measure. Therefore, with the advancement of modernization and the introduction of new targets for sustainable urban development, the urban embankment construction needs to meet the multiple requirements of advanced technology, economy, reasonability, safety, applicability, beauty, hydrophilicity and the like so as to effectively serve the urban development.
The construction of city river embankment is influenced by many factors such as blue line planning and land utilization planning, and in order to meet the high-standard flood control requirements of cities, vertical revetment types such as vertical retaining walls and pile plate walls are mostly adopted. The steps of going down the river are used as main structures of the dike, are arranged at unequal intervals along dike routing lines, are main channels for connecting a dike bank line and dike feet with the upstream surface, and have the main functions of daily operation management and maintenance of a river channel, cleaning and maintenance of the river channel, meeting the requirement of hydrophilicity by combining landscape requirements along the line and the like.
In the prior art, two types of step descending forms are generally provided, namely: the ladder step is perpendicular to the water flow direction, gradually reduces the elevation and extends into water according to a certain slope ratio, the mode is mainly suitable for the upstream face of the slope type dike, and the ladder step mainly adopts materials such as cast-in-place concrete, precast concrete blocks, masonry and the like. The second form: the ladder step gradually reduces the elevation along the water flow direction according to a certain slope ratio and extends into the water. This kind of mode is mainly applicable to traditional vertical type revetment, and the ladder step is mainly cast in situ concrete structure.
However, the two forms of the steps in the river have the following problems:
(1) the urban river revetment is high, and if a traditional mode that the river descending ladder step is arranged in a direction perpendicular to the river channel is adopted, a wider river channel space needs to be occupied, and adverse effects are caused on river channel flood discharge;
(2) the river descending ladder step is arranged on the bank side along the water flow direction, so that the space between the two banks needs to be occupied, and the whole construction of the bank line is not facilitated.
(3) The traditional embankment is single in river ladder step type and function, and in urban construction, the landscape environment is relatively weak in function and poor in coordination with the surrounding environment.
(4) The tradition is gone down the river ladder step and is not had platform or platform singleness and set up in the toe, and when the river course water level rose, the platform was easily submerged under water, unable normal use, and it is relatively poor to the adaptability of environment.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a river ladder step structure under city river course, this scheme of adoption can be on the basis that basic function required such as guarantee bank line link up, maintain, overhaul, practice thrift the city land to compromise and see landscape, hydrophilic effect, the extension function of river ladder step under the full play.
The utility model discloses a following technical scheme realizes:
the utility model provides a city river course is ladder step structure down, includes:
one end of the transverse ladder step is connected to the bank side, and the other end of the transverse ladder step is connected with the landscape platform;
one end of the longitudinal ladder step is connected with the landscape platform, and the other end of the longitudinal ladder step is arranged obliquely downwards and is connected with the hydrophilic platform;
the transverse ladder steps are perpendicular to the flow direction of the river channel, and the longitudinal ladder steps are parallel to the flow direction of the river channel.
For the lower river ladder step that sets up among the prior art, horizontal ladder step need encroach on the river course space of broad to cause adverse effect to the river course flood discharge, and vertical ladder step can crowd and account for two bank spaces, is unfavorable for the bank line to wholly beat the scheduling problem. This scheme provides a river ladder step structure under city river course, and this scheme of adoption through the form that vertical ladder step and horizontal ladder step combined together, on the basis that basic function requirements such as the bank line link up, maintain, overhaul, practice thrift the urban land to compromise sight, hydrophilic effect, the extension function of river ladder step under the full play. The transverse ladder steps are vertically led out from the bank line at the top of the embankment and are arranged and are connected with a landscape platform in a forward direction, so that personnel can turn and rest for viewing the landscape; then set up the vertical ladder step of downward sloping along being on a parallel with rivers direction again to reduce the elevation gradually and extend to the level platform, thereby make the more audio-visual enjoyment water of pedestrian ability. By locally leading out transverse ladder steps and arranging longitudinal ladder steps, the urban land is further saved while the landscape and the hydrophilic are achieved. The invention has certain adaptability of viewing and hydrophilic environment, is limited in space for urban embankment, flexibly considers the landscape effect on the basis of ensuring the traditional function and improves the hydrophilicity of the urban river.
Further optimizing, the longitudinal steps are arranged along the water flow direction; can improve the stability of the longitudinal ladder step.
Further optimizing, the other end of the transverse ladder step is arranged in a downward inclined mode; because the bank line at the top of the dike is higher, the elevation is locally reduced to extend to the landscape viewing platform, and the landscape viewing effect is improved.
Further optimizing, protective railings are arranged on the transverse ladder steps, the landscape platform, the longitudinal ladder steps and the hydrophilic platform; the protection effect is realized.
Further optimizing, the area of the hydrophilic platform can be adjusted according to the actual conditions of the river channel and the hydrophilic experience requirements, and the hydrophilic function of the hydrophilic platform is met.
Further optimization, the bottoms of the landscape platform and the hydrophilic platform are respectively provided with a plurality of supporting upright posts; support through the stand, wherein the stand needs to satisfy the requirement of stable in structure and scour prevention degree of depth.
Further optimizing, the hydrophilic platform is arranged above 50cm of the normal water level of the riverway; preferably, the water level is 50cm above the normal water level so as to meet the hydrophilic requirement of the platform.
Further optimization, flood administration demonstration and examination are carried out before the landscape platform is built, and implementation is carried out on the basis of ensuring flood administration safety and obtaining relevant batches; if the flood exceeds the elevation of the landscape platform, the step of going into the river is blocked, and a warning sign for going into the river is set.
Further optimizing, arranging a plurality of landscape platforms which are connected in sequence along the flow direction or the vertical direction of the river; a plurality of multistage landscape platforms which are sequentially connected up and down can be arranged according to the actual height of the embankment, or a plurality of multistage landscape platforms which are sequentially connected along the river course flow direction can be arranged according to the river course distance, and the specific number is determined according to the actual height of the embankment.
Further optimizing, wherein the transverse ladder steps and the longitudinal ladder steps are both made of reinforced concrete materials; the reinforced concrete structure is adopted, and the structure meets the requirements of safety, stability and scouring resistance; the appearance surface can be upgraded and optimized according to a landscape scheme, and environment harmony is met.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
an object of the utility model is to provide a river ladder step structure under city river course, this scheme of adoption can be on the basis that basic function required such as guarantee bank line link up, maintain, overhaul, practice thrift the city land to compromise and see landscape, hydrophilic effect, the extension function of river ladder step under the full play.
The utility model aims at providing a step structure under the river of the urban river course, by adopting the scheme, the recreation and passing steering functions are taken into account by arranging the viewing platform, and the passing efficiency can be improved; the arrangement of the viewing platform changes the step of descending the river from a straight line into a broken line, so that the river channel is reduced; the arrangement mode mainly is limited extension in the river course, need not to destroy existing embankment bank line, practices thrift the embankment land used.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
FIG. 1 is a three-dimensional axial view of one embodiment of the present invention;
FIG. 2 is a plan view of one embodiment of the present invention;
FIG. 3 is a longitudinal cross-section of one embodiment of the present invention, as shown in FIG. 1-1;
fig. 4 is a transverse cross-sectional view of one embodiment of the present invention 2-2.
Reference numbers and corresponding part names in the drawings:
1-revetment retaining wall, 2-transverse ladder step, 3-landscape platform, 4-supporting upright post, 5-hydrophilic platform, 6-longitudinal ladder step, 7-bank side, 8-protective railing.
Detailed Description
To make the objects, technical solutions and advantages of the present invention more clearly understood, the following description is given for further details of the present invention with reference to the accompanying drawings, and the exemplary embodiments and descriptions thereof are only used for explaining the present invention, and are not intended to limit the present invention.
Examples
As shown in fig. 1-4, the present embodiment provides a ladder step structure under an urban river, including:
one end of the transverse ladder step 2 is connected to the bank 7, and the other end of the transverse ladder step 2 is connected with the landscape platform 3;
one end of the longitudinal ladder step 6 is connected with the landscape platform 3, and the other end of the longitudinal ladder step 6 is arranged obliquely downwards and is connected with the level platform 5;
the transverse ladder steps 2 are perpendicular to the flow direction of the river channel, and the longitudinal ladder steps 6 are parallel to the flow direction of the river channel.
For the lower river ladder step that sets up among the prior art, horizontal ladder step 2 need invade the river course space that occupies the broad to cause adverse effect to the river course flood passage, and vertical ladder step 6 can crowd and occupy the both sides space, is unfavorable for the whole scheduling problem of beating of shoreline. This scheme provides a river ladder step structure under city river course, and this scheme of adoption through the form that vertical ladder step 6 and horizontal ladder step 2 combined together, on the basis that basic function requirements such as guarantee bank line link up, maintain, overhaul, practice thrift the urban land to compromise sight, hydrophilic effect, the extension function of river ladder step under the full play. In the specific scheme, the transverse ladder step 2 is connected to the shore 7, namely the top bank line of the embankment, wherein the transverse ladder step 2 is perpendicular to the flow direction of the river channel, and the transverse ladder step 2 is vertically led out from the top bank line of the embankment and is connected with a landscape platform in sequence, so that the turning and rest of personnel are taken into consideration; then a downward inclined longitudinal ladder step 6 is arranged along the direction parallel to the water flow, so that the elevation is gradually reduced and the horizontal platform 5 is extended, and the pedestrians can enjoy the water more visually. By locally leading out the transverse ladder steps 2 and arranging the longitudinal ladder steps 6, the urban land is further saved while the landscape and the hydrophilic are achieved. The invention has certain adaptability of viewing and hydrophilic environment, is limited in space for urban embankment, flexibly considers the landscape effect on the basis of ensuring the traditional function and improves the hydrophilicity of the urban river.
Referring to fig. 1, in the present embodiment, the longitudinal steps 6 are disposed along the water flow direction; the stability of the longitudinal steps 6 can be improved.
With reference to fig. 1, in the present embodiment, the other end of the transverse step 2 is disposed obliquely downward; because the bank line on the top of the dike is higher, the bank line extends to the landscape viewing platform by locally reducing the elevation, and the landscape viewing effect is improved.
As a protection scheme, in this embodiment, the horizontal ladder step 2, the landscape platform 3, the vertical ladder step 6 and the hydrophilic platform 5 are all provided with the protection railings 8, so as to realize the protection function.
Referring to fig. 1 and fig. 2, as an embodiment for improving the stability of the hydrophilic platform 5, the following are provided: the hydrophilic platform 5 is supported by a stand column; the area of the hydrophilic platform 5 can be adjusted according to the actual situation of the river channel and the hydrophilic experience requirement, and the hydrophilic function is met.
Referring to fig. 3 and 4, as an embodiment for supporting, the following are provided: the bottom of each of the landscape platform 3 and the hydrophilic platform 5 is provided with a plurality of supporting upright posts 4; support through the stand, wherein the stand needs to satisfy the requirement of stable in structure and scour prevention degree of depth.
In the embodiment, the hydrophilic platform 5 is arranged above 50cm of the normal water level of the riverway; the optimal setting is 50cm above the ordinary water level, and certain security performance is improved while the daily hydrophilic demand of the river is satisfied.
In this embodiment, the flood administration demonstration and examination are performed before the hydrophilic platform 5 is constructed, and the implementation is performed on the basis of ensuring the flood administration safety and obtaining relevant batches; if the landscape super-viewing platform is flooded, the step of going down the river is blocked, and a warning sign for going down the river is set.
As a redundancy scheme, in this embodiment, a plurality of landscape platforms 3 connected in sequence are arranged along the flow direction or vertical direction of the river; according to the actual height of the embankment, a plurality of multistage landscape platforms 3 which are sequentially connected up and down can be arranged, or according to the river channel interval, a plurality of multistage landscape platforms 3 which are sequentially connected are arranged along the river channel flow direction, and the specific number is determined according to the actual height of the embankment and the river channel interval.
In the embodiment, the transverse ladder steps 2 and the longitudinal ladder steps 6 are both made of reinforced concrete materials; the reinforced concrete structure is adopted, and the structure meets the requirements of safety, stability and scouring resistance; the appearance surface can be upgraded and optimized according to a landscape scheme, and environment harmony is met.
The above-mentioned embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above description is only the embodiments of the present invention, and is not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (8)

1. The utility model provides a river ladder step structure under city river course which characterized in that includes:
one end of the transverse ladder step (2) is connected to the bank side (7), and the other end of the transverse ladder step (2) is connected with the landscape platform (3);
one end of the longitudinal ladder step (6) is connected with the landscape platform (3), and the other end of the longitudinal ladder step (6) is arranged in a downward inclined mode and is connected with the hydrophilic platform (5);
the transverse ladder steps (2) are perpendicular to the flow direction of the river channel, and the longitudinal ladder steps (6) are parallel to the flow direction of the river channel.
2. The city river course river descending ladder step structure is characterized in that the longitudinal ladder steps (6) are arranged along the water flow direction.
3. The city river course river descending ladder step structure is characterized in that the other end of the transverse ladder step (2) is arranged to incline downwards.
4. The city riverway river descending ladder step structure is characterized in that the transverse ladder steps (2), the landscape platform (3), the longitudinal ladder steps (6) and the hydrophilic platform (5) are respectively provided with a protective railing (8).
5. The city riverway river ladder step structure is characterized in that a plurality of supporting upright posts (4) are arranged at the bottoms of the landscape platform (3) and the hydrophilic platform (5).
6. The urban river downstairs structure according to claim 1, wherein the hydrophilic platform (5) is arranged 50cm above the normal water level of the river.
7. The urban river downstairs structure according to claim 1, wherein a plurality of landscape platforms (3) connected in sequence are arranged along the flow direction or vertical direction of a river channel.
8. The city river course river descending ladder step structure is characterized in that the transverse ladder steps (2) and the longitudinal ladder steps (6) are made of reinforced concrete materials.
CN202222020439.3U 2022-08-02 2022-08-02 Urban river course is ladder step structure down in river Active CN217923351U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222020439.3U CN217923351U (en) 2022-08-02 2022-08-02 Urban river course is ladder step structure down in river

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222020439.3U CN217923351U (en) 2022-08-02 2022-08-02 Urban river course is ladder step structure down in river

Publications (1)

Publication Number Publication Date
CN217923351U true CN217923351U (en) 2022-11-29

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ID=84153002

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222020439.3U Active CN217923351U (en) 2022-08-02 2022-08-02 Urban river course is ladder step structure down in river

Country Status (1)

Country Link
CN (1) CN217923351U (en)

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