CN113026659A - Artificial intelligent wharf quay wall supporting structure and construction method thereof - Google Patents
Artificial intelligent wharf quay wall supporting structure and construction method thereof Download PDFInfo
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- CN113026659A CN113026659A CN202110298545.5A CN202110298545A CN113026659A CN 113026659 A CN113026659 A CN 113026659A CN 202110298545 A CN202110298545 A CN 202110298545A CN 113026659 A CN113026659 A CN 113026659A
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 16
- 239000011435 rock Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 101
- 229910000831 Steel Inorganic materials 0.000 claims description 59
- 239000010959 steel Substances 0.000 claims description 59
- 239000002344 surface layer Substances 0.000 claims description 25
- 239000000463 material Substances 0.000 claims description 17
- 239000010410 layer Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 6
- 239000002002 slurry Substances 0.000 claims description 6
- 238000005507 spraying Methods 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 5
- 241001464837 Viridiplantae Species 0.000 claims description 4
- 238000012856 packing Methods 0.000 claims description 4
- 229920006238 degradable plastic Polymers 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 3
- 238000005086 pumping Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 6
- 238000013473 artificial intelligence Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
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Abstract
The invention relates to the technical field of wharf quay walls, and particularly discloses an artificial intelligent wharf quay wall supporting structure and a construction method thereof; the slope support frame assembly comprises three sections of slope pavement support frames, and a plurality of rectangular rock plates are paved on each slope pavement support frame; the wharf quay wall supporting structure disclosed by the invention is formed by directly assembling the inclined plane supporting frame assembly, compared with the traditional method of paving a slope surface by concrete mortar, the accuracy is higher, and the prepared wharf quay wall has excellent bearing capacity; in addition, the whole construction process is fast and convenient, the construction period of the quay wall of the wharf is greatly shortened, and the practicability is higher.
Description
Technical Field
The invention relates to the technical field of wharf quay walls, and particularly discloses an artificial intelligent wharf quay wall supporting structure and a construction method thereof.
Background
The dock is a hydraulic building for ship berthing, cargo loading and unloading and passengers getting on and off in a port. Is a main component of the port. According to the plane profile, the wharf is divided into a parallel-shore wharf, a pier-type wharf, a jetty-type wharf and the like. According to the profile of the section, the vertical wharf and the slope wharf are separated. According to the structure, the wharf is divided into a quay-wall type wharf, a bridge type wharf, a floating head and the like. Depending on the application, piece terminals, special terminals (e.g., oil terminals, coal terminals, ore terminals, container terminals, fish terminals), passenger terminals, and the like. Besides the freight and passenger transport wharfs, the wharfs of the working ships are also provided for the working ships in the port, and ship repair wharfs, outfitting wharfs and the like are specially designed for ship repair.
The artificial intelligence wharf is a wharf with higher intelligent degree as the name suggests, and automatic loading or unloading of goods and the like is mainly realized through automatic equipment. Because the automatic equipment on the artificial intelligence pier is used more, the bearing on the quay wall of the artificial intelligence pier is larger than that of the common pier, and the traditional pier has poor bearing because the structure is unreasonable. Meanwhile, the construction of the slope quay wall in the traditional wharf construction process cannot be accurately controlled, and the construction difficulty is high. In the construction process, foundation loading is firstly carried out, then the slope surface is paved through concrete mortar, and because no supporting structure exists between the slope surface and the quay wall, when the water level rises or the quay wall is highly loaded, the quay wall of the quay is easy to deform, and the quay wall has collapse risk after a long time, so that the quay wall is frequently detected and maintained, and the maintenance cost of the quay wall is greatly increased. Therefore, aiming at the defects of the traditional wharf structure arrangement and construction, the design of the industrial intelligent wharf quay wall supporting structure with excellent supporting performance and simple construction process and the construction method thereof are technical problems to be solved.
Disclosure of Invention
The technical problem to be solved by the invention is to design an industrial and intelligent wharf quay wall supporting structure with excellent supporting performance and simple construction process and a construction method thereof aiming at the defects of the traditional wharf structure in arrangement and construction.
The invention is realized by the following technical scheme:
an artificial intelligent wharf shore wall supporting structure comprises a wharf shore wall, an inclined plane supporting frame assembly and a filling base material, wherein a shore wall reinforcing wall with a reinforcing frame is arranged on the outer side surface of the wharf shore wall, a plurality of horizontal pile holes are formed in the shore wall reinforcing wall, transverse horizontal reinforcing piles are arranged in the horizontal pile holes and comprise first concrete sleeves, first large-number first through holes are formed in the outer circular surfaces of the concrete sleeves, first annular reinforcing frames matched with the inner walls of the first concrete sleeves are arranged inside the first concrete sleeves, and concrete reinforcements are filled and cured in the first concrete sleeves;
a river bottom reinforcing surface layer with a reinforcing frame is arranged on the bottom wall of the river bank close to the wharf bank wall, a vertical pile hole is formed in the river bottom reinforcing surface layer in a downward direction, a vertical reinforcing pile is arranged in the vertical pile hole, the vertical reinforcing pile comprises a second concrete sleeve, a large number of second through holes are also formed in the outer circular surface of the second concrete sleeve, a second annular reinforcing frame matched with the inner wall of the second concrete sleeve is arranged inside the second concrete sleeve, and a concrete reinforcement is also filled in the second concrete sleeve;
the inclined plane support frame assembly comprises three sections of inclined plane paving support frames, each inclined plane paving support frame comprises front and back inclined end section steel and a plurality of inclined plane middle section steel, the inclined plane middle section steel is arranged between the two inclined end section steel at equal intervals, a first supporting plate is integrally formed at the inner end of the opposite inclined plane of the inclined end section steel, a plurality of first connecting holes are formed in the first supporting plate at equal intervals along the inclined plane direction, second supporting plates are integrally formed at the inner ends of the front side face and the back side face of the inclined plane middle section steel, second connecting holes aligned with the first connecting holes are formed in the second supporting plates at equal intervals, horizontal end blocks are connected to the upper ends and the lower ends of the inclined end section steel and the inclined plane middle section steel, prefabricated plate end bayonets are formed in the upper surface of each horizontal end block, and a plurality of transverse middle reinforcements are connected between the adjacent two inclined plane middle section steel or between the inclined The upper end and the lower end of the plurality of transverse middle reinforced section steels are respectively provided with a transverse end reinforced section steel, the front end and the rear end of each of the transverse middle reinforced section steels and the transverse end reinforced section steels are respectively provided with a second connecting hole matched with the first connecting hole, the first connecting holes and the corresponding second connecting holes are connected with fastening bolts, the upper side surface and the lower side surface of each of the transverse middle reinforced section steels and one side surface of each of the transverse end reinforced section steels are integrally formed with a third supporting plate, and a plurality of rectangular rock plates are paved in an area consisting of the upper third supporting plate, the lower third supporting plate, the first supporting plate and the second supporting plate;
the prefabricated slab is fixedly arranged in the bayonet at the end part of the prefabricated slab on the horizontal end block on the two inclined plane paving support frames, the inclined plane paving support frame at the lower end is fixedly connected with the river bottom reinforcing surface layer through mortar pouring, the prefabricated slab is also arranged between the inclined plane paving support frame at the upper end and the top end of the wharf quay wall, and the filling base material is filled in an inner space formed by the quay wall reinforcing wall, the river bottom reinforcing surface layer and the inclined plane support frame assembly.
As a further arrangement of the scheme, the included angle between the horizontal planes of the inclined plane support frame assembly ranges from 60 degrees to 75 degrees.
According to the scheme, vertical reinforcing vertical piles are poured on the river bottom reinforcing surface layer under each prefabricated plate, and the upper ends of the vertical reinforcing vertical piles are fixedly connected with the lower surfaces of the prefabricated plates through mortar.
As a further arrangement of the above scheme, each vertical reinforcing vertical pile is connected with two supporting rods fixedly connected with a corresponding inclined plane pavement supporting frame on the left side surface, and the right ends of the supporting rods are fixedly connected with the same position of the vertical reinforcing vertical pile, and the left ends of the supporting rods are fixedly connected with the upper end and the lower end of the inclined plane pavement supporting frame.
As a further arrangement of the scheme, the included angle between the two supporting rods ranges from 45 degrees to 60 degrees.
As a further arrangement of the scheme, horizontal support rods are arranged between the left vertical reinforcing vertical piles and the right vertical reinforcing vertical piles at intervals up and down.
As a further arrangement of the above scheme, the first concrete sleeve and the second concrete sleeve are both made of degradable plastic materials, and the lengths of the first concrete sleeve and the second concrete sleeve are not less than m.
As a further arrangement of the scheme, green plants are arranged on the upper surfaces of the three precast slabs.
As a further provision of the above solution, the packing matrix comprises large crushed stones, gravel and mortar.
A construction method of the artificial intelligent wharf quay wall supporting structure comprises the following steps:
1) selecting a proper river bank section, enclosing river water of the river bank section to form a sealing area, and then pumping out the enclosed river water in the sealing area;
2) spraying slurry on the outer side surface of the river bank section for fixing, then drilling a plurality of horizontal pile holes on the wharf bank wall by using a pile driver, constructing and building transverse horizontal reinforcing piles in the horizontal pile holes, and then constructing a bank wall reinforcing wall on a slurry spraying layer;
3) after the shore wall reinforced wall is constructed, a plurality of vertical pile holes are formed in the river bottom by using a pile driver, vertical reinforced piles are constructed in the vertical pile holes, and then a river bottom reinforced surface layer is constructed at the river bottom;
4) after the construction of the quay wall reinforcing wall and the river bottom reinforcing surface layer is finished, constructing the inclined plane support frame assembly, forming an inner cavity to be filled among the inclined plane support frame assembly, the quay wall reinforcing wall and the river bottom reinforcing surface layer, and then putting a filling base material into the inner cavity at the upper end of the quay wall;
5) and after the mortar in the filling base material is solidified, removing the coaming of the river bank section.
The invention has the following beneficial effects:
1) the invention discloses an artificial intelligent wharf shore wall supporting structure, which is characterized in that a concrete reinforcing layer is respectively arranged on a shore wall and a river bottom during construction, the concrete reinforcing layer is fixed with the shore wall or the river bottom through a pile body, then a multi-section inclined plane pavement supporting frame is formed into a stepped multi-section inclined plane bracket in an assembling construction mode, and a rock plate and a precast slab are paved on the inclined plane bracket, wherein a cavity is formed between an inclined plane supporting frame assembly and the upper and lower concrete reinforcing layers, and vertical, transverse and inclined piles and supporting rods are fixedly arranged in the cavity, so that the whole inclined plane supporting frame assembly has stronger bearing capacity; at last, big broken stone, gravel and mortar are successively put into in the cavity of its constitution, and its big broken stone, gravel play the reinforcing action, can further improve the bearing capacity of whole pier bank wall, and its mortar can bond concrete back up coat, inclined plane support frame assembly and filler and form an organic whole for whole artifical wisdom pier bank wall supporting construction's bearing capacity obtains very big improvement, its structural design is reasonable, bearing capacity is strong.
2) According to the artificial intelligent wharf quay wall supporting structure, the horizontal and vertical concrete reinforcing layers are firstly made during construction, then the inclined plane support frame assemblies are spliced through an assembling technology, and finally filling base materials are put or injected into an inner cavity formed by the inclined plane support frame assemblies from the upper ends of the inclined plane support frame assemblies; in addition, the whole construction process is fast and convenient, the construction period of the quay wall of the wharf is greatly shortened, and the practicability is higher.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a front view plane of the present invention;
FIG. 2 is a schematic perspective view of a bevel support assembly according to the present invention;
fig. 3 is a schematic perspective view of a bevel support frame assembly according to a first embodiment of the present invention;
fig. 4 is a schematic perspective view of a bevel support frame assembly according to a second embodiment of the present invention in embodiment 1;
FIG. 5 is a perspective view illustrating a horizontal reinforcing pile according to the present invention;
FIG. 6 is a perspective assembly view of the slope paving support frame of the present invention;
FIG. 7 is a schematic perspective view of the oblique end section steel of the present invention;
FIG. 8 is a schematic perspective view of the bevel intermediate section steel according to the present invention;
FIG. 9 is a schematic perspective view of the lateral intermediate reinforcing section steel and the lateral end reinforcing section steel according to the present invention;
fig. 10 is a flowchart of a construction method of the quay wall support structure according to the present invention.
Wherein:
1-quay wall, 101-quay wall reinforcing wall, 102-transverse horizontal reinforcing pile, 1021-concrete sleeve, 1022-first through hole, 1023-first annular reinforcing frame, 103-river bottom reinforcing surface layer and 104-vertical reinforcing pile;
2-a slope support frame assembly, 201-a slope paving support frame, 2011-oblique end section steel, 2012-a slope middle section steel, 2013-a first supporting plate, 2014-a first connecting hole, 2015-a second supporting plate, 2016-a second connecting hole, 2017-a horizontal end block, 2018-a transverse middle reinforcing section steel, 2019-a transverse end reinforcing section steel, 2020-a third supporting plate, 2021-a rock plate, 2020-a third supporting plate; 203-precast slabs, 204-vertical reinforced vertical piles, 205-supporting rods and 206-horizontal supporting rods;
3-filling base material.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention.
It should be noted that the terms "first", "second" and the like in the description of the present invention are used for convenience only to describe different components, and are not to be construed as indicating or implying a sequential relationship, relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first", "second", may explicitly or implicitly include at least one of the feature.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail with reference to the accompanying drawings 1 to 10, in conjunction with the embodiments.
Example 1
This embodiment 1 discloses an artifical wisdom pier quay wall supporting construction, refers to figure 1, and it includes pier quay wall 1, inclined plane support frame assembly 2 and packing base material 3. The quay wall reinforcing wall 101 with reinforcing frames is arranged on the outer side surface of the quay wall 1, a plurality of horizontal pile holes are formed in the quay wall reinforcing wall 101, and transverse horizontal reinforcing piles 102 are arranged in the horizontal pile holes. Specifically, referring to fig. 5, the transverse horizontal reinforcing pile 102 includes a first concrete sleeve 1021, a first plurality of first through holes 1022 are formed on an outer circumferential surface of the concrete sleeve 1021, a first annular reinforcing frame 1023 matched with an inner wall of the first concrete sleeve 1021 is disposed inside the first concrete sleeve 1021, and a concrete reinforcement is filled and cured in the first concrete sleeve 1021. In addition, the first concrete sleeve 1021 and the second concrete sleeve are made of degradable plastic materials, the length of the first concrete sleeve 1021 and the length of the second concrete sleeve are not less than 1m, and after construction is completed, the first concrete sleeve 1021 is degraded to form a concrete pile body.
A bottom reinforcing surface layer 103 with reinforcing frames is arranged on the bottom wall of the river bank close to the quay wall 1, vertical pile holes are formed downward in the bottom reinforcing surface layer 103, vertical reinforcing piles 104 are arranged in the vertical pile holes, the vertical reinforcing piles 104 are similar to the horizontal reinforcing piles 10, and also refer to fig. 5.
Referring to fig. 2, fig. 3, fig. 4, fig. 6, fig. 7, fig. 8 and fig. 9, the slope supporting frame assembly 2 includes three sections of slope paving supporting frames 2O1, and the included angle between the horizontal planes of the slope supporting frame assembly 2 is 60 to 75 °. Inclined plane pavement support frame 201 includes two slant tip shaped steel 2011 and the middle shaped steel 2012 in a plurality of inclined plane around, and equidistant setting between two slant tip shaped steel 2011 of the middle shaped steel 2012 in a plurality of inclined plane. Inner integrated into one piece has first layer board 2013 in the relative inclined plane of two slant tip shaped steel 2011, it is equipped with a plurality of first connecting holes 2014 to be equally spaced apart along the inclined plane direction on the first layer board 2013, the equal integrated into one piece in inner of the front and back both sides face of inclined plane intermediate section steel 2012 has second layer board 2015, second connecting hole 2016 with every first connecting hole 2014 alignment is seted up to the equal interval on second layer board 2015, the last lower extreme of slant tip shaped steel 2011 and inclined plane intermediate section steel 2012 all is connected with horizontal end block 2017, prefabricated plate tip bayonet socket has been seted up to the upper surface of horizontal end block 2017. Between two adjacent intermediate shaped steel 2012 on inclined plane or between shaped steel 2012 in inclined plane and adjacent slant tip shaped steel 2011 between the inclined plane orientation interval be connected with a plurality of horizontal middle reinforcement shaped steel 2018, the upper and lower both ends that are located a plurality of horizontal middle reinforcement shaped steel 2018 all are provided with horizontal tip reinforcement shaped steel 2019, the second connecting hole with first connecting hole 2014 matched with is all seted up at the front and back both ends of horizontal middle reinforcement shaped steel 2018 and horizontal tip reinforcement shaped steel 2019, be connected with fastening bolt 2022 in first connecting hole 2014 and the second connecting hole that corresponds, can be with horizontal and slant shaped steel fixed connection through fastening bolt 2022. Third pallets 2020 are integrally formed on both upper and lower sides of the transverse middle reinforcing section steel 2018 and one side of the transverse end reinforcing section steel 2019, and a plurality of rectangular rock plates 2021 are laid in a region consisting of the upper and lower third pallets 2020, the first pallet 2013 and the second pallet 2015.
The precast slab 203 is horizontally arranged between two adjacent inclined pavement supporting frames 201, and the precast slab 203 is fixedly arranged in the end bayonet of the precast slab on the horizontal end block 2017 on the two inclined pavement supporting frames 201. The slope pavement support frame 201 at the lower end is fixedly connected with the river bottom reinforcing surface layer 103 through mortar pouring, the prefabricated plates 203 are arranged between the slope pavement support frame 201 at the upper end and the top end of the wharf quay wall 1, green plants are arranged on the upper surfaces of the three prefabricated plates 203, the green plants not only increase the landscape effect, but also improve the overall stability to a certain extent. Finally, filling base materials 3 are filled in an inner space formed by the quay wall reinforced wall 101, the river bottom reinforced surface layer 103 and the inclined plane support frame assembly 2. Wherein the packing base 3 comprises large crushed stones, gravel and mortar.
Example 2
in the embodiment 2, vertical reinforcing vertical piles 204 are further cast on the river bottom reinforcing surface layer 103 directly below each prefabricated slab 203, and the upper ends of the vertical reinforcing vertical piles 204 are fixedly connected with the lower surfaces of the prefabricated slabs 203 through mortar. In addition, the left side surface of each vertical reinforcing vertical pile 204 is connected with two supporting rods 205 fixedly connected with the corresponding slope pavement supporting frame 201, the right ends of the two supporting rods 205 are fixedly connected with the same position of the vertical reinforcing vertical pile 204, and the left ends of the two supporting rods 205 are fixedly connected with the upper end and the lower end of the slope pavement supporting frame 201. Wherein, the included angle range between two support rods 205 is 45-60 degrees.
Finally, in the embodiment 2, horizontal support rods 206 are arranged between the two left and right vertical reinforcing vertical piles 204 at intervals up and down.
The invention also discloses a construction method of the artificial intelligent wharf quay wall supporting structure in the embodiment 1, which comprises the following steps:
1) selecting a proper river bank section, enclosing river water of the river bank section to form a sealing area, and then pumping out the enclosed river water in the sealing area;
2) spraying slurry on the outer side surface of the river bank section for fixing, then drilling a plurality of horizontal pile holes on the quay wall 1 by using a pile driver, constructing and building transverse horizontal reinforcing piles 102 in the horizontal pile holes, and then constructing a quay wall reinforcing wall 101 on a slurry spraying layer;
3) after the construction of the shore wall reinforced wall 101, a plurality of vertical pile holes are formed in the river bottom by using a pile driver, vertical reinforced piles 104 are constructed in the vertical pile holes, and then a river bottom reinforced surface layer 103 is constructed at the river bottom;
4) after the construction of the quay wall reinforcing wall 101 and the river bottom reinforcing surface layer 103 is completed, constructing the inclined plane support frame assembly 2, forming an inner cavity to be filled among the inclined plane support frame assembly 2, the quay wall reinforcing wall 101 and the river bottom reinforcing surface layer 103, and then putting a filling base material 3 into the inner cavity at the upper end of the quay wall 1;
5) and after the mortar in the filling base material 3 is solidified, removing the coaming of the river bank section.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The utility model provides an artifical wisdom pier quay wall supporting construction which characterized in that includes pier quay wall (1), inclined plane support frame assembly (2) and packing base material (3).
2. The artificial intelligent wharf shore wall supporting structure according to claim 2, wherein a shore wall reinforcing wall (101) with reinforcing frames is arranged on the outer side surface of the wharf shore wall (1), a plurality of horizontal pile holes are formed in the shore wall reinforcing wall (101), transverse horizontal reinforcing piles (102) are arranged in the horizontal pile holes, each transverse horizontal reinforcing pile (102) comprises a first concrete sleeve (1021), a first large number of first through holes (1022) are formed in the outer circumferential surface of each concrete sleeve (1021), a first annular reinforcing frame (1023) matched with the inner wall of each first concrete sleeve (1021) is arranged inside each first concrete sleeve (1021), and a concrete reinforcing object is filled and cured in each first concrete sleeve (1021);
a river bottom reinforcing surface layer (103) with reinforcing frames is arranged on the bottom wall of the river bank close to the wharf bank wall (1), vertical pile holes are formed downwards in the river bottom reinforcing surface layer (103), vertical reinforcing piles (104) are arranged in the vertical pile holes, each vertical reinforcing pile (104) comprises a second concrete sleeve, a large number of second through holes are formed in the outer circular surface of each second concrete sleeve, a second annular reinforcing frame matched with the inner wall of each second concrete sleeve is arranged inside each second concrete sleeve, and concrete reinforcements are also filled in each second concrete sleeve;
the inclined plane support frame assembly (2) comprises three sections of inclined plane paving support frames (201), the inclined plane paving support frames (201) comprise front and rear two inclined end section steel (2011) and a plurality of inclined plane intermediate section steel (2012), the plurality of inclined plane intermediate section steel (2012) are arranged between the two inclined end section steel (2011) at equal intervals, two first support plates (2013) are integrally formed at the inner ends of the opposite inclined planes of the inclined plane end section steel (2011), a plurality of first connecting holes (2014) are arranged on the first support plates (2013) at equal intervals along the inclined plane direction, second support plates (2015) are integrally formed at the inner ends of the front side face and the rear side face of the inclined plane intermediate section steel (2012) at equal intervals, second connecting holes (2016) aligned with each first connecting hole (2014) are formed at equal intervals on the second support plates (2015), horizontal end blocks (2017) are connected at the upper ends and the lower ends of the inclined end section steel (2011) and the inclined plane, the upper surface of the horizontal end block (2017) is provided with a prefabricated plate end bayonet, a plurality of transverse middle reinforcing section steels (2018) are connected between two adjacent inclined surface middle section steels (2012) or between the inclined surface middle section steels (2012) and the adjacent oblique end section steels (2011) at intervals in the inclined surface direction, the upper end and the lower end of the plurality of transverse middle reinforcing section steels (2018) are respectively provided with a transverse end reinforcing section steel (2019), the front end and the rear end of each transverse middle reinforcing section steel (2018) and each transverse end reinforcing section steel (2019) are respectively provided with a second connecting hole matched with the first connecting hole (2014), the first connecting hole (2014) and the corresponding second connecting hole are respectively connected with a fastening bolt (2022), the upper side surface and the lower side surface of each transverse middle reinforcing section steel (2018) and one side surface of each transverse end reinforcing section steel (2019) are respectively integrally formed with a third supporting plate (, a plurality of rectangular rock plates (2021) are paved in an area consisting of the upper third supporting plate (2020), the lower third supporting plate (2013) and the second supporting plate (2015);
a precast slab (203) is horizontally arranged between two adjacent slope pavement support frames (201), the precast slab (203) is fixedly arranged in a bayonet at the end part of the precast slab on a horizontal end block (2017) on the two slope pavement support frames (201), the slope pavement support frame (201) at the lower end is fixedly connected with the river bottom reinforced surface layer (103) through mortar pouring, the precast slab (203) is also arranged between the slope pavement support frame (201) at the upper end and the top end of the wharf shore wall (1), and the filling base material (3) is filled in an inner space formed by the shore wall reinforced wall (101), the river bottom reinforced surface layer (103) and the slope support frame assembly (2); the included angle range between the horizontal planes of the inclined plane support frame assembly (2) is 60-75 degrees.
3. The artificial intelligent wharf quay wall supporting structure is characterized in that a vertical reinforcing upright pile (204) is poured on the river bottom reinforcing surface layer (103) which is positioned right below each prefabricated plate (203), and the upper end of the vertical reinforcing upright pile (204) is fixedly connected with the lower surface of the prefabricated plate (203) through mortar.
4. The supporting structure of the artificial intelligent wharf quay wall as claimed in claim 3, wherein two supporting rods (205) fixedly connected with the corresponding slope pavement supporting frame (201) are connected to the left side surface of each vertical reinforcing upright pile (204), the right ends of the two supporting rods (205) are fixedly connected with the same position of the vertical reinforcing upright pile (204), and the left ends of the two supporting rods (205) are fixedly connected with the upper end and the lower end of the slope pavement supporting frame (201).
5. The quay wall supporting structure of an artificial intelligent wharf according to claim 4, wherein an included angle between two supporting rods (205) is in a range of 45-60 °.
6. The support structure of the quay wall of the artificial intelligent wharf as claimed in claim 3 or 4, wherein horizontal support rods (206) are arranged between the two vertical reinforcing vertical piles (204) connected with each other at intervals up and down.
7. The artificial intelligent wharf quay wall supporting structure according to claim 2, wherein the first concrete sleeve (1021) and the second concrete sleeve are made of degradable plastic materials, and the length of the first concrete sleeve (1021) and the length of the second concrete sleeve are not less than 1 m.
8. The support structure of an artificial intelligent wharf quay wall as claimed in claim 2, wherein the upper surfaces of the three prefabricated plates (203) are provided with green plants.
9. The artificial intelligent wharf quay wall supporting structure according to claim 2, wherein the filling base (3) comprises massive crushed stone, gravel and mortar.
10. A construction method of an artificial intelligent quay wall supporting structure according to any one of claims 2 to 9, comprising the steps of:
1) selecting a proper river bank section, enclosing river water of the river bank section to form a sealing area, and then pumping out the enclosed river water in the sealing area;
2) spraying slurry on the outer side surface of the river bank section for fixing, then drilling a plurality of horizontal pile holes on the quay wall (1) by using a pile driver, constructing and building transverse horizontal reinforcing piles (102) in the horizontal pile holes, and then constructing a quay wall reinforcing wall (101) on a slurry spraying layer;
3) after the shore wall reinforced wall (101) is constructed, a plurality of vertical pile holes are formed in the river bottom by using a pile driver, vertical reinforced piles (104) are constructed in the vertical pile holes, and then a river bottom reinforced surface layer (103) is constructed at the river bottom;
4) after the construction of the quay wall reinforcing wall (101) and the river bottom reinforcing surface layer (103) is completed, constructing the inclined plane support frame assembly (2) to form an inner cavity to be filled among the inclined plane support frame assembly (2), the quay wall reinforcing wall (101) and the river bottom reinforcing surface layer (103), and then putting a filling base material (3) into the inner cavity at the upper end of the quay wall (1);
5) and (4) after the mortar in the filling base material (3) is solidified, removing the coaming of the river bank section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110298545.5A CN113026659B (en) | 2021-03-19 | 2021-03-19 | Artificial intelligent wharf quay wall supporting structure and construction method thereof |
Applications Claiming Priority (1)
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| CN114525842A (en) * | 2022-01-14 | 2022-05-24 | 福建省实盛建设工程有限公司 | Construction method of high-low inclined bottom plate of basement |
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