CN113605304B - Anti-skid and anti-tilting buttress type wharf structure and construction method thereof - Google Patents
Anti-skid and anti-tilting buttress type wharf structure and construction method thereof Download PDFInfo
- Publication number
- CN113605304B CN113605304B CN202110894622.3A CN202110894622A CN113605304B CN 113605304 B CN113605304 B CN 113605304B CN 202110894622 A CN202110894622 A CN 202110894622A CN 113605304 B CN113605304 B CN 113605304B
- Authority
- CN
- China
- Prior art keywords
- wall
- buttress
- pile hole
- retaining wall
- foundation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010276 construction Methods 0.000 title abstract description 11
- 210000000481 breast Anatomy 0.000 claims abstract description 30
- 230000002787 reinforcement Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E02B3/066—Quays
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
- Piles And Underground Anchors (AREA)
Abstract
An anti-skid, anti-tilting buttress type wharf structure and a construction method thereof, wherein the structure comprises: foundation, foundation bed, buttress type retaining wall, breast wall, backfill and round pile; the buttress type retaining wall is arranged on a foundation bed, and the foundation bed is arranged on a foundation; the buttress type retaining wall is provided with a plurality of transverse struts and vertical struts which are alternately arranged transversely and vertically, a first reserved pile hole is formed in the joint of the transverse struts and the vertical struts, and a second reserved pile hole is formed in the bottom of the buttress type retaining wall; the breast wall is arranged at the top of the buttress type retaining wall; the circular pile is matched with the first reserved pile hole and the second reserved pile hole, and enters a bearing layer of the foundation; the backfill is positioned behind the buttress type retaining wall and the breast wall and forms a backfill layer. The structure can exert the characteristics of good integral stability and strong anti-tilting and anti-sliding capacity of the wall wharf structure, ensures the safety of the structure, saves the cost, quickens the construction progress, absorbs the advantages of the two structures in a combined structure mode, and improves the utilization rate of resources to the greatest extent.
Description
Technical Field
The invention belongs to the field of buttress type retaining wall wharf structure design, and particularly relates to an anti-slip and anti-tilting buttress type wharf structure and a construction method thereof.
Background
Gravity wharf is a main structural form in port engineering, and mainly depends on the dead weight of the structure and filler to meet the stability requirement, and gravity wharf subdivision can be divided into square wharf, caisson wharf and buttress wharf.
The buttress type wharf has low cost and simple structure, but is generally only used in medium and small wharf engineering because the buttress type wharf has poorer stability than caisson wharfs and square wharfs. How to improve the stability of the buttress wharf, thereby improving the application range of the buttress wharf and having great research significance.
Disclosure of Invention
In order to overcome the above-mentioned drawbacks of the prior art, the present invention aims to provide an anti-skid and anti-tilting wall-mount wharf structure, which aims to solve the problems existing in the prior art.
The invention adopts the following technical scheme to achieve the aim of the invention:
an anti-skid, anti-roll buttress dock structure, comprising:
foundation, foundation bed, buttress type retaining wall, breast wall, backfill and round pile;
the buttress type retaining wall is arranged on the foundation bed, and the foundation bed is arranged on the foundation;
The buttress type retaining wall is provided with a plurality of transverse struts and vertical struts which are alternately arranged transversely and vertically, a first reserved pile hole is formed in the joint of the transverse struts and the vertical struts, and a second reserved pile hole is formed in the bottom of the buttress type retaining wall and corresponds to the first reserved pile hole;
The breast wall is arranged at the top of the buttress type retaining wall;
the circular pile is matched with the first reserved pile hole and the second reserved pile hole, penetrates through the buttress retaining wall and the foundation bed and enters the bearing layer of the foundation;
the backfill is positioned behind the buttress type retaining wall and the breast wall and forms a backfill layer.
Preferably, the buttress retaining wall comprises a vertical wall, a buttress, a front toe plate and a rear heel plate, wherein the vertical wall is arranged between the front toe plate and the rear heel plate, and the side edge and the bottom of the buttress are respectively connected with the vertical wall and the rear heel plate.
Preferably, the number of the buttress is two or more, and adjacent buttresses are arranged in parallel.
Preferably, the cross brace is connected with the buttress and penetrates through the buttress, one end of the vertical brace is connected with the vertical wall, and the other end of the vertical brace is connected with the cross brace.
Preferably, the junction of stull with erect and prop is equipped with the post-cast strip, stull and orientation erect the terminal surface that props and be equipped with first connection reinforcement, erect and prop and orientation the terminal surface of stull is equipped with first connection reinforcement, the post-cast strip including wrap up in the concrete body of connection reinforcement, first reservation stake hole is located the concrete body.
Preferably, a guide ring is arranged in the first reserved pile hole along the inner wall surface of the first reserved pile hole, and the inner wall surface of the guide ring is a smooth surface.
Preferably, the guide ring is made of stainless steel.
Preferably, the intersecting part of the transverse support and the vertical support of the first reserved pile hole is provided with a chamfer edge.
Preferably, the breast wall is arranged at the top of the standing wall and the buttress, a second connecting reinforcement piece is arranged on the standing wall and the buttress and at the joint of the breast wall, and one end of the second connecting reinforcement piece is buried in the breast wall.
A construction method of an anti-slip and anti-tilting buttress type wharf structure comprises the following steps:
s1, excavating a foundation to a design depth;
s2, constructing a circular pile, wherein the pile tip needs to enter a bearing layer of the foundation;
s3, filling block stones in the foundation, and leveling to form a foundation bed;
S4, prefabricating a buttress type retaining wall: when the precast wall-supported retaining wall, the transverse support and the vertical support are cast together, a first reserved pile hole is formed at the joint of the transverse support and the vertical support, a second reserved pile hole is formed at the bottom of the wall-supported retaining wall and at the position corresponding to the first reserved pile hole, and a post-cast strip is arranged at the position of the first reserved pile hole;
S5, arranging a guide ring in the first reserved pile hole;
S6, installing the prefabricated wall-supporting retaining wall on a foundation bed, wherein a round pile needs to pass through the first reserved pile hole and the second reserved pile hole when being installed, and pouring post-cast strip concrete of the first reserved pile hole after the wall-supporting retaining wall is installed;
s7, backfilling the backfilling material behind the prefabricated buttress type retaining wall to form a backfilling layer, wherein the backfilling height is consistent with the height of the prefabricated buttress type retaining wall;
s8, installing a breast wall template and pouring a breast wall;
And S9, backfilling of backfilling is carried out behind the breast wall, and a backfilling layer is formed.
Compared with the prior art, the invention has the beneficial effects that:
The anti-slip and anti-tilting wall-supported wharf structure provided by the invention can exert the characteristics of good integral stability and strong anti-tilting and anti-sliding capacity of the wall-supported wharf structure, ensure the safety of the structure, reduce the engineering quantity of the whole engineering by adopting the wall-supported structure at the upper part, save the cost, accelerate the construction progress, absorb the advantages of the two structures by adopting a combined structure mode, and furthest improve the utilization rate of resources.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a cross-sectional view of the structure of the present invention;
FIG. 2 is a top view of the present invention;
FIG. 3 is a structural view of a first preformed pile hole according to the present invention;
Reference numerals illustrate:
1-foundation, 2-foundation bed, 3-buttress retaining wall, 4-breast wall, 5-backfill, 6-round pile, 7-cross brace, 8-vertical brace, 9-first reserved pile hole, 10-second reserved pile hole, 11-vertical wall, 12-buttress, 13-front toe plate, 14-heel plate, 15-post-cast strip, 16-first connecting steel bar piece, 17-guide ring and 18-most dangerous sliding surface.
Detailed Description
In order to make the technical problems solved by the present invention, the technical solutions adopted and the technical effects achieved more clear, the technical solutions of the embodiments of the present invention are described in further detail below, and it is obvious that the described embodiments are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to fall within the scope of the invention.
In the description of the present invention, unless explicitly stated and limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
In the present invention, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
Referring to fig. 1 to 3, an embodiment of the present invention provides a skid-resistant, tilting-resistant buttress dock structure, comprising:
foundation 1, foundation bed 2, buttress type retaining wall 3, breast wall 4, backfill 5 and round pile 6;
the buttress type retaining wall 3 is arranged on the foundation bed 2, and the foundation bed 2 is arranged on the foundation 1;
A plurality of transverse struts 7 and vertical struts 8 which are alternately arranged transversely and vertically are arranged on the buttress type retaining wall 3, a first reserved pile hole 9 is arranged at the joint of the transverse struts 7 and the vertical struts 8, and a second reserved pile hole 10 is arranged at the bottom of the buttress type retaining wall 3 and corresponds to the first reserved pile hole 9;
the breast wall 4 is arranged at the top of the buttress retaining wall 3;
the round pile 6 is matched with the first reserved pile hole 9 and the second reserved pile hole 10, penetrates through the buttress retaining wall 3 and the foundation bed 2 and enters a bearing layer of the foundation 1; and the round pile 6 needs to pass through the most dangerous sliding surface 18 obtained by wharf stabilization calculation;
the backfill 5 is positioned behind the buttress-type retaining wall 3 and the breast wall 4 and forms a backfill layer.
By adopting the structure, firstly, the foundation bed is arranged on the foundation, the structural stability of the wall-supporting retaining wall in the later sedimentation of the foundation is increased, and the stress mode of the wharf can be changed through the connecting structure of the round piles and the wall-supporting retaining wall, so that the wharf can effectively reduce the stress peak value of the foundation in working. The transverse support and the vertical support structure can improve the anti-tilting and anti-sliding capacity of the buttress wharf.
Specifically, the round pile can select PHC piles, steel pipe piles and cast-in-place piles according to the stress of the wharf; the backfill can be medium coarse sand, stone block and open earth.
Specifically, the buttress retaining wall 3 includes a vertical wall 11, a buttress 12, a front toe plate 13 and a rear heel plate 14, the vertical wall 11 is disposed between the front toe plate 13 and the rear heel plate 14, and the side edges and the bottom of the buttress 12 are respectively connected with the vertical wall 11 and the rear heel plate 14.
Specifically, the number of buttress 12 is two or more, and the adjacent buttress 12 is disposed in parallel.
Specifically, the cross brace 7 is connected with the buttress 12 and penetrates through the buttress 12, one end of the vertical brace 8 is connected with the vertical wall 11, and the other end is connected with the cross brace 7.
Specifically, the junction of stull 7 with erect and prop 8 is equipped with post-cast strip 15, stull 7 just towards erect the terminal surface that props 8 is equipped with first connection reinforcement 16, erect and prop 8 just towards the terminal surface of stull 7 is equipped with first connection reinforcement 16, post-cast strip 15 including wrap up in the concrete body of connection reinforcement, first reserved stake hole 9 is located the concrete body.
Specifically, a guide ring 17 is disposed in the first reserved pile hole 9 along the inner wall surface thereof, and the inner wall surface of the guide ring 17 is a smooth surface. The guide ring that sets up wraps up on the circular pile to reduce the later stage barricade when subsideing with the cylindric frictional force.
Specifically, the guide ring 17 is made of stainless steel.
Specifically, the intersecting part of the transverse support and the vertical support of the first reserved pile hole 9 is provided with a chamfer edge.
Specifically, the breast wall 4 is disposed at the top of the standing wall 11 and the buttress 12, a second connecting reinforcement member is disposed on the standing wall 11 and the buttress 12 and at the connection with the breast wall 4, and one end of the second connecting reinforcement member is buried in the breast wall 4.
A construction method of an anti-slip and anti-tilting buttress type wharf structure comprises the following steps:
S1, excavating a foundation 1 to a design depth;
S2, constructing a circular pile 6, wherein the pile tip needs to enter a bearing layer of the foundation 1;
s3, stone blocks are thrown and filled in the foundation 1, and a foundation bed 2 is formed after leveling;
S4, prefabricating a wall-supporting type retaining wall 3: when the transverse support 7, the vertical support 8 and the prefabricated wall-supporting retaining wall 3 are poured together, a first reserved pile hole 9 is formed at the joint of the transverse support 7 and the vertical support 8 when the prefabricated wall-supporting retaining wall 3, the transverse support 7 and the vertical support 8 are poured, a second reserved pile hole 10 is formed at the bottom of the wall-supporting retaining wall 3 and at the position corresponding to the first reserved pile hole 9, and a post-pouring belt 15 is arranged at the position of the first reserved pile hole 9;
s5, arranging a guide ring 17 in the first reserved pile hole 9;
S6, installing the prefabricated wall-supporting retaining wall 3 on the foundation bed 2, wherein when the wall-supporting retaining wall is installed, the round piles 6 need to penetrate through the first reserved pile holes 9 and the second reserved pile holes 10, and pouring post-cast strip concrete of the first reserved holes after the wall-supporting retaining wall 3 is installed;
s7, backfilling the backfilling 5 behind the prefabricated buttress type retaining wall 3 to form a backfilling layer, wherein the backfilling height is consistent with the height of the prefabricated buttress type retaining wall 3;
S8, installing a breast wall 4 template, and pouring the breast wall 4;
And S9, backfilling the backfill 5 behind the breast wall 4 to form a backfill layer.
Compared with the prior art, the invention has the beneficial effects that:
The anti-skid and anti-tilting wall-supported wharf structure provided by the invention can exert the characteristics of good integral stability and strong anti-tilting and anti-skid capability of the wall-supported wharf structure, ensure the safety of the structure, reduce the engineering quantity of the whole engineering by adopting the wall-supported structure at the upper part, save the cost, absorb the advantages of the two structures by adopting a combined structure mode, and furthest improve the utilization rate of resources. The whole construction method combines with the whole structural design, has reasonable step arrangement, quickens the construction progress, effectively improves the construction efficiency and reduces the production cost.
In the description herein, it should be understood that the terms "upper," "lower," "left," "right," and the like are merely for convenience of description and to simplify the operation, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the invention. Furthermore, the terms "first," "second," and the like, are used merely for distinguishing between descriptions and not for providing a special meaning.
In the description herein, reference to the term "one embodiment," "an example," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in the foregoing embodiments, and that the embodiments described in the foregoing embodiments may be combined appropriately to form other embodiments that will be understood by those skilled in the art.
The technical principle of the present invention is described above in connection with the specific embodiments. The description is made for the purpose of illustrating the general principles of the invention and should not be taken in any way as limiting the scope of the invention. Other embodiments of the invention will be apparent to those skilled in the art from consideration of this specification without undue burden.
Claims (7)
1. An anti-skid, anti-roll buttress dock structure, comprising:
foundation, foundation bed, buttress type retaining wall, breast wall, backfill and round pile;
the buttress type retaining wall is arranged on the foundation bed, and the foundation bed is arranged on the foundation;
The buttress type retaining wall is provided with a plurality of transverse struts and vertical struts which are alternately arranged transversely and vertically, a first reserved pile hole is formed in the joint of the transverse struts and the vertical struts, and a second reserved pile hole is formed in the bottom of the buttress type retaining wall and corresponds to the first reserved pile hole;
The breast wall is arranged at the top of the buttress type retaining wall;
the circular pile is matched with the first reserved pile hole and the second reserved pile hole, penetrates through the buttress retaining wall and the foundation bed and enters the bearing layer of the foundation;
the backfill is positioned behind the buttress type retaining wall and the breast wall and forms a backfill layer;
The buttress retaining wall comprises a vertical wall, a buttress, a front toe plate and a rear heel plate, wherein the vertical wall is arranged between the front toe plate and the rear heel plate, and the side edge and the bottom of the buttress are respectively connected with the vertical wall and the rear heel plate;
The transverse brace is connected with the buttress and penetrates through the buttress, one end of the vertical brace is connected with the vertical wall, and the other end of the vertical brace is connected with the transverse brace;
The post-cast strip is arranged at the joint of the transverse support and the vertical support, a first connecting steel bar piece is arranged on the transverse support and towards the end face of the vertical support, a first connecting steel bar piece is arranged on the end face of the vertical support and towards the transverse support, the post-cast strip comprises a concrete body wrapped on the connecting steel bar piece, and a first reserved pile hole is formed in the concrete body.
2. The anti-skid, anti-roll-over dock structure of claim 1, wherein the number of buttresses is two or more, adjacent buttresses being disposed in parallel.
3. The anti-skid, anti-tilting wall-mount wharf structure of claim 1, wherein a guide ring is disposed along an inner wall surface of the first pre-pile hole, and wherein the inner wall surface of the guide ring is smooth.
4. A skid-resistant and tilting-resistant wall terminal structure according to claim 3 and wherein said guide ring is of stainless steel material.
5. The anti-skid and anti-tilting wall terminal structure according to claim 1, wherein the intersection of the wales and the vertical struts of the first reserved pile hole is provided with chamfer edges.
6. The anti-skid, anti-tilting wall type wharf structure according to claim 1, wherein the breast wall is arranged on the top of the upright wall and the buttress, a second connecting reinforcement member is arranged on the upright wall and the buttress and at the joint with the breast wall, and one end of the second connecting reinforcement member is buried in the breast wall.
7. A method of constructing a skid-resistant, anti-roll buttress dock structure according to claim 1, comprising the steps of:
s1, excavating a foundation to a design depth;
s2, constructing a circular pile, wherein the pile tip needs to enter a bearing layer of the foundation;
s3, filling block stones in the foundation, and leveling to form a foundation bed;
S4, prefabricating a buttress type retaining wall: when the precast wall-supported retaining wall, the transverse support and the vertical support are cast together, a first reserved pile hole is formed at the joint of the transverse support and the vertical support, a second reserved pile hole is formed at the bottom of the wall-supported retaining wall and at the position corresponding to the first reserved pile hole, and a post-cast strip is arranged at the position of the first reserved pile hole;
S5, arranging a guide ring in the first reserved pile hole;
S6, installing the prefabricated wall-supporting retaining wall on a foundation bed, wherein a round pile needs to pass through the first reserved pile hole and the second reserved pile hole when being installed, and pouring post-cast strip concrete of the first reserved pile hole after the wall-supporting retaining wall is installed;
s7, backfilling the backfilling material behind the prefabricated buttress type retaining wall to form a backfilling layer, wherein the backfilling height is consistent with the height of the prefabricated buttress type retaining wall;
s8, installing a breast wall template and pouring a breast wall;
And S9, backfilling of backfilling is carried out behind the breast wall, and a backfilling layer is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110894622.3A CN113605304B (en) | 2021-08-05 | 2021-08-05 | Anti-skid and anti-tilting buttress type wharf structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110894622.3A CN113605304B (en) | 2021-08-05 | 2021-08-05 | Anti-skid and anti-tilting buttress type wharf structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113605304A CN113605304A (en) | 2021-11-05 |
| CN113605304B true CN113605304B (en) | 2024-07-16 |
Family
ID=78306949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110894622.3A Active CN113605304B (en) | 2021-08-05 | 2021-08-05 | Anti-skid and anti-tilting buttress type wharf structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113605304B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN216238362U (en) * | 2021-08-05 | 2022-04-08 | 广东海工建设工程有限公司 | Anti-skid and anti-tilt counterfort type wharf structure |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3270433B2 (en) * | 1998-12-22 | 2002-04-02 | 大和クレス株式会社 | Rooted retaining wall |
| JP4812324B2 (en) * | 2005-04-11 | 2011-11-09 | 有限会社カヌカデザイン | Retaining wall and its construction method |
| CN201933459U (en) * | 2010-12-17 | 2011-08-17 | 中交第四航务工程勘察设计院有限公司 | Gravity wharf structure with anti-slide plate |
| JP5763445B2 (en) * | 2011-06-28 | 2015-08-12 | 株式会社エスイー | Breakwater structures and breakwaters |
| KR20140124603A (en) * | 2013-04-17 | 2014-10-27 | 주식회사 인우 (Inwoo.Co.Ltd) | Precast block and buttress of retaining wall having largesection capable of regulating height |
| CN103255742B (en) * | 2013-05-23 | 2015-09-09 | 天津港航工程有限公司 | Frame wall pile type wharf |
| JP6315924B2 (en) * | 2013-09-02 | 2018-04-25 | 高伸建設株式会社 | Buttress construction method |
-
2021
- 2021-08-05 CN CN202110894622.3A patent/CN113605304B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN216238362U (en) * | 2021-08-05 | 2022-04-08 | 广东海工建设工程有限公司 | Anti-skid and anti-tilt counterfort type wharf structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113605304A (en) | 2021-11-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212561606U (en) | Row pile retaining wall with permanent retaining structure | |
| CN110777806B (en) | Multi-connecting-rod plane frame permanent supporting structure and construction process thereof | |
| CN109235486A (en) | The multistage assembled cantilevered reinforced earth bulkhead of green | |
| CN113605304B (en) | Anti-skid and anti-tilting buttress type wharf structure and construction method thereof | |
| CN216238362U (en) | Anti-skid and anti-tilt counterfort type wharf structure | |
| CN212956576U (en) | Confined space high fill roadbed side slope foam concrete's reinforced structure | |
| CN217923719U (en) | Combined type keeps off native supporting construction | |
| CN216194776U (en) | Grid-shaped rotary jet grouting pile supporting structure for grouting reinforced deep foundation pit | |
| CN217997691U (en) | H-shaped roadbed structure | |
| CN216973484U (en) | Plastic plate drainage cantilever type retaining wall suitable for soft soil area | |
| CN214782982U (en) | Roadbed structure suitable for bridge connection | |
| CN109653241A (en) | Composite foundation reinforcement counterfort wall structure and construction method | |
| CN214993514U (en) | Landscape river levee reinforced retaining wall | |
| CN210134292U (en) | Z-shaped retaining wall supporting structure for overhanging road shoulder of high-speed railway foundation | |
| CN207267994U (en) | Corrugated sheet steel formula retaining wall | |
| CN219137649U (en) | Pile plate structure suitable for hillside fill side slope | |
| CN218374010U (en) | Fill multi-functional counterfort formula barricade in district | |
| CN209555667U (en) | Soft base U-type groove basis package is soaked to pull-type reinforced earth railroad embankment structure | |
| CN208088319U (en) | Build-in soil body restricted type pile slab supporting structure before stake | |
| CN112982653B (en) | Construction method of mountain-based building stable structure | |
| CN112832191A (en) | Dyke heightening and reinforcing structure | |
| CN215594090U (en) | A Concrete Enlarged Foundation Adapted to High Retaining Walls | |
| CN220580031U (en) | Gravity type retaining wall supporting structure in step foundation form on slope foundation | |
| CN213508561U (en) | Inclined overhanging type supporting structure | |
| CN219690466U (en) | Multifunctional ship lock pile wall combined type vertical supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |