CN110374050A - A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer - Google Patents
A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer Download PDFInfo
- Publication number
- CN110374050A CN110374050A CN201910635888.9A CN201910635888A CN110374050A CN 110374050 A CN110374050 A CN 110374050A CN 201910635888 A CN201910635888 A CN 201910635888A CN 110374050 A CN110374050 A CN 110374050A
- Authority
- CN
- China
- Prior art keywords
- wall
- flood
- stone
- work stone
- river
- 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.)
- Pending
Links
- 239000004575 stone Substances 0.000 title claims abstract description 107
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000010276 construction Methods 0.000 claims description 13
- 238000009412 basement excavation Methods 0.000 claims description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 238000011144 upstream manufacturing Methods 0.000 claims description 6
- 238000005056 compaction Methods 0.000 claims description 3
- 239000011229 interlayer Substances 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims description 3
- 230000006641 stabilisation Effects 0.000 abstract description 4
- 238000011105 stabilization Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 230000006378 damage Effects 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000003796 beauty Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000011427 bitumen mortar Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000009466 transformation Effects 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
- E02B3/08—Structures of loose stones with or without piles
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)
- Revetment (AREA)
Abstract
The invention belongs to the water conservancy project technical fields in hydraulic engineering, and in particular to a kind of structure and method suitable for Landscape River anti-flood wall work stone veneer.The present invention by the combination of veneer work stone and anti-flood wall wall use two along a fourth or three along a fourth structure's practice, that is two blocks of masonry suitable stones, which connect one block of fourth stone or build three pieces, connects one block of fourth stone along stones, then and so on, it is affixed in flood control wall by fourth killagh, increase veneer work stone shock strength, the upper and lower level fissure of displacement is built, meet the stabilization of the metope in high-velocity flow river, it effectively prevents anti-flood wall wall and is washed destruction, meet the requirement of river flood control and effectively improve the landscape of dyke.
Description
Technical field
The invention belongs to the water conservancy project technical fields in hydraulic engineering, and in particular to one kind is suitable for Landscape River anti-flood wall material
The structure and method of stone veneer.
Background technique
In recent years, the landscape promotion and comprehensive treatment of city river, has obtained governments at all levels' most attention, one side river
Road is ensureing that the effect in economic life and the good ecological environment of construction is increasing, and another side is limited by harnessing water idea shadow in the past
It rings, for river regulation task substantially based on flood control, Urban Flood retaining Walls mostly use stone masonry structure, fail the shadow for considering River Landscape
It rings.During urban landscape Promotion Transformation, river two sides anti-flood wall becomes city ox-hide moss, influences appearance of city.
Summary of the invention
The present invention provides a kind of structure suitable for Landscape River anti-flood wall work stone veneer and method, and it is an object of the present invention to provide
A kind of structure and method of the river flood control wall work stone veneer that can not only meet flood control and dyke landscape can be promoted.
To achieve the above object, the technical solution adopted by the present invention is that:
A kind of structure suitable for Landscape River anti-flood wall work stone veneer, including
Flood control foundation of wall, anti-flood wall basis instrument is in riverbed horizontal plane river side below；
Anti-flood wall wall, anti-flood wall wall are built in anti-flood wall basis upper surface；
Work stone, work stone is vertical along anti-flood wall wall upstream face or builds to anti-flood wall wall top droop, the work stone packet
It includes along stone and Ding Shi, along stone and fourth stone arranged for interval, the adjacent fourth stone of interlayer up and down and suitable stone layout of the wrong seam；
Bear down on one, bears down on one and pour in work stone wall top.
It further include railing；The railing is connected to bear down on one upper surface and close river side, the railing and upper surface of bearing down on one
Vertically.
When the work stone tilts upward masonry along anti-flood wall wall upstream face, slope ratio is no more than 1:0.30.
The lower end of the railing is up big and down small rotary table, and upper surface of bearing down on one has to be passed through with the matched blind hole of rotary table, railing
Rotary table matches connection with blind hole of bearing down on one.
Using every two pieces or three pieces suitable one piece of Ding Shiyu anti-flood wall wall drawknot of stone when the suitable stone and fourth stone are laid
It bonds, gap is filled with mortar between two kinds of masonries.
Described bear down on one is formed using the concreting of 15-25cm thickness.
Described bear down on one is formed using the concreting of 20cm thickness.
A kind of building method suitable for Landscape River anti-flood wall work stone veneered construction, includes the following steps:
Step 1: foundation excavation
Flood control cofferdam is built in side of bordering on the river first, then carries out excavation of foundation pit operation；
Step 2: it builds
After the completion of step 1, carries out flood control foundation of wall and build, it is enterprising on anti-flood wall basis after flood control foundation of wall is laid
Row anti-flood wall wall is built, and anti-flood wall wall is built simultaneously with work stone；When building work stone, every two pieces or three blocks suitable stones with one piece
Ding Shiyu anti-flood wall wall drawknot is bonded, and gap is filled with mortar between two kinds of masonries, is built until design altitude；
Earthen backfill after step 3: bearing down on one and wall
After the completion of step 2,15-25cm thickness concrete being poured in wall top and is beared down on one, bear down on one upper arrangement channel protection column
Bar is finally backfilled to design altitude to compaction in layers backfill in backfill side's is carried out after wall according to design requirement.
The foundation excavation of the step 1 carries out in dry season.
The initial position that the step 2 builds work stone is located at riverbed ground or more.
The utility model has the advantages that
The present invention by the combination of veneer work stone and anti-flood wall wall use two along a fourth or three along a fourth structure's practice,
It is affixed in flood control wall by fourth killagh, increases veneer work stone shock strength, the upper and lower level fissure of displacement builds, meets in high-velocity flow
The stabilization of metope in river effectively prevents anti-flood wall wall and is washed destruction, meets the requirement of river flood control and effectively
Improve the landscape of dyke.
The above description is only an overview of the technical scheme of the present invention, in order to better understand technology hand of the invention
Section, and can be implemented in accordance with the contents of the specification, and with presently preferred embodiments of the present invention and attached drawing be cooperated to be described in detail such as below
Afterwards.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is anti-flood wall work stone veneer cross-section diagram of the present invention；
Fig. 2 is work stone veneer of the present invention face elevation view near water；
Fig. 3 is work stone veneer top view of the invention；
Fig. 4 is flow chart of the invention.
In figure: 1- work stone；2- anti-flood wall wall；The riverbed 3-；4- flood control foundation of wall；5- bears down on one；6- railing；The gap 7-；8-
Ding Shi；9- is along stone.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiment is only a part of the embodiments of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
Embodiment one:
A kind of structure suitable for Landscape River anti-flood wall work stone veneer according to shown in Fig. 1-3, including
Flood control foundation of wall 4, flood control foundation of wall 4 are set to 3 horizontal plane of riverbed river side below；
Anti-flood wall wall 2, anti-flood wall wall 2 are built in flood control 4 upper surface of foundation of wall；
Work stone 1, work stone 1 is vertical along 2 upstream face of anti-flood wall wall or builds to 2 top droop of anti-flood wall wall, the material
Stone includes suitable 8 arranged for interval of stone 9 and fourth stone along stone 9 and fourth stone 8, the adjacent fourth stone 8 of interlayer up and down and suitable 9 layout of the wrong seam of stone；
Bear down on one 5, bearing down on one 5 pours in 1 wall top of work stone.
The preferably described suitable stone 9 and fourth stone 8 use every the two pieces or three blocks suitable one block of fourth stone 8 of stone 9 and are prevented when laying
Big vast 2 drawknot of wall wall is bonded, and gap 7 is filled with mortar between two kinds of masonries.
The present invention is done along a fourth or three along the structure of a fourth by the combination of veneer work stone 1 and anti-flood wall wall 2 using two
Method, i.e. two blocks of masonry suitable stones 9, which connect one block of fourth stone 8 or build three pieces, connects one block of fourth stone 8 along stones 9, then and so on, pass through fourth stone
8 anchor in anti-flood wall wall 2, increase the shock strength of veneer work stone 1, and the upper and lower level fissure of displacement builds, meets in high-velocity flow
The stabilization of metope in river effectively prevents anti-flood wall wall 2 and is washed destruction, meets the requirement of river flood control and effectively
Improve the landscape of dyke.
Embodiment two:
A kind of structure suitable for Landscape River anti-flood wall work stone veneer according to figure 1, it is different from embodiment one it
Be in: further include railing 6；The railing 6 is connected to bear down on one 5 upper surfaces and close river side, the railing and the upper table that bears down on one
Face is vertical.
The lower end of the preferably described railing 6 is up big and down small rotary table, and 5 upper surfaces of bearing down on one have matched blind with rotary table
Hole, railing 6 match connection with 5 blind holes of bearing down on one by rotary table.
In actual use, the demand that the setting of railing 6 not only meets pedestrains safety also increases to a certain extent
The aesthetics of river flood control wall.The lower end of the railing 6 is up big and down small rotary table, and 5 upper surfaces of bearing down on one have to be matched with rotary table
Blind hole, railing 6 by rotary table matched with 5 blind holes of bearing down on one connect technical solution so that the stability and fastness of railing 6 obtain
To reinforcement.
Embodiment three:
A kind of structure suitable for Landscape River anti-flood wall work stone veneer according to figure 1, it is different from embodiment one it
Be in: described bear down on one 5 is formed using the concreting of 15-25cm thickness.
The preferably described concreting for bearing down on one 5 use 20cm thickness forms.
In actual use, it generally mostly uses 20cm thickness concrete to bear down on one 5, pushes down wall top.On the one hand wall can be effectively prevent
It pushes up building block to loosen, improves wall body structure overall stability, improve construction quality；On the other hand it can be mentioned for guard rail on wall top
For installation foundation, the connection of guard rail and anti-flood wall is realized.It is described bear down on one 5 width it is wide with anti-flood wall wall top, pour thickness
Expansion joint is arranged every 5m in 20cm, stitches interior filled bitumen mortar.
The thickness that 5 specifically use that bears down on one, which can according to need, to be selected.
Example IV:
A kind of structure suitable for Landscape River anti-flood wall work stone veneer according to figure 1, it is different from embodiment one it
Be in: when the work stone 1 tilts upward masonry along 2 upstream face of anti-flood wall wall, slope ratio be no more than 1:0.30.
In actual use, using the technical program, the strong stability that ensure that anti-flood wall wall 2, and can have
The save the cost of effect.
Embodiment five:
A kind of building method suitable for Landscape River anti-flood wall work stone veneered construction as shown in Figure 4, including walk as follows
It is rapid:
Step 1: foundation excavation
Flood control cofferdam is built in side of bordering on the river first, then carries out excavation of foundation pit operation；
Step 2: it builds
After the completion of step 1, carries out flood control foundation of wall and build, it is enterprising on anti-flood wall basis after flood control foundation of wall is laid
Row anti-flood wall wall is built, and anti-flood wall wall is built simultaneously with work stone；When building work stone, every two pieces along one piece of Ding Shiyu of stone
Anti-flood wall wall drawknot is bonded, and gap is filled with mortar between two kinds of masonries, is built until design altitude；
Earthen backfill after step 3: bearing down on one and wall
After the completion of step 2,15-25cm thickness concrete being poured in wall top and is beared down on one, bear down on one upper arrangement channel protection column
Bar is finally backfilled to design altitude to compaction in layers backfill in backfill side's is carried out after wall according to design requirement.
In actual use, the present invention by foundation excavation, build and bear down on one and wall after three steps of earthen backfill, provide
A kind of novel veneered construction way.The combination of veneer work stone 1 and anti-flood wall wall 2 using two along a fourth structure's practice, that is, build
It builds two pieces and connects one block of fourth stone 8 along stone 9, then and so on, it is anchored in anti-flood wall wall by fourth stone 8, increases facing material
The intensity of 1 anti-impact of stone, upper and lower level are avoided the peak hour masonry, meet the stabilization of the metope in high-velocity flow river, and have certain beauty
The property seen.
Embodiment six:
A kind of building method suitable for Landscape River anti-flood wall work stone veneered construction as shown in Figure 4, with embodiment five
The difference is that: the foundation excavation of the step 1 carries out in dry season.
In actual use, flood control 4 digging time of foundation of wall is selected in dry season (non-flood period) progress, can reduce flood pair
The influence of foundation construction reduces the preceding cofferdam height of wall, can save construction cost, moreover it is possible to effectively shorten construction period.
Embodiment seven:
A kind of building method suitable for Landscape River anti-flood wall work stone veneered construction as shown in Figure 4, with embodiment five
The difference is that: the initial position that the step 2 builds work stone 1 is located at riverbed ground or more.
In actual use, the masonry of work stone 1 elevation is located at 3 ground of riverbed or more, mainly meets landscape and economy.People
Eye builds work stone 1 on anti-flood wall riverbed ground in one's power, promotes the external aesthetics of anti-flood wall, while below ground wall outer side
Material is built with anti-flood wall wall 2, work stone material investment can be reduced.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
In the absence of conflict, those skilled in the art can according to the actual situation will be relevant in above-mentioned each example
Technical characteristic is combined with each other, and to reach corresponding technical effect, will not repeat them here particularly for various combined situations.
It is to be appreciated that the directional instruction of institute is only used for explaining each component under a certain particular pose in the embodiment of the present invention
Between relative positional relationship, motion conditions etc., if the particular pose changes, directionality instruction is also correspondingly
It changes correspondingly.
In addition, the description for being related to " first ", " second " etc. in the present invention is used for description purposes only, and should not be understood as referring to
Show or imply its relative importance or implicitly indicates the quantity of indicated technical characteristic." first ", " are defined as a result,
Two " feature can explicitly or implicitly include at least one of the features.
The above, only presently preferred embodiments of the present invention, the present invention be not intended to be limited to it is shown in this article this
A little embodiments, and it is to fit to the widest scope consistent with principles disclosed herein and novel features.According to this hair
Bright technical spirit any simple modification, equivalent change and modification to the above embodiments, still fall within the technology of the present invention
In the range of scheme.
Claims (10)
1. a kind of structure suitable for Landscape River anti-flood wall work stone veneer, it is characterised in that: including
It controls flood foundation of wall (4), flood control foundation of wall (4) is set to riverbed (3) horizontal plane river side below；
Anti-flood wall wall (2), anti-flood wall wall (2) are built in flood control foundation of wall (4) upper surface；
Work stone (1), work stone (1) is vertical along anti-flood wall wall (2) upstream face or builds to anti-flood wall wall (2) top droop, institute
Stating work stone (1) includes suitable stone (9) He Dingshi (8) arranged for interval along stone (9) He Dingshi (8), the fourth stone (8) of adjacent interlayer up and down
With suitable stone (9) layout of the wrong seam；
Bear down on one (5), bear down on one (5) pour in work stone (1) wall top.
2. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as described in claim 1, it is characterised in that: also wrap
Include railing (6)；The railing (6) is connected to (5) upper surface and close to river side of bearing down on one, the railing (6) and the table on (5) that bears down on one
Face is vertical.
3. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as claimed in claim 2, it is characterised in that: described
The lower end of railing (6) is up big and down small rotary table, and (5) upper surface of bearing down on one, which has, passes through rotary table with the matched blind hole of rotary table, railing (6)
(5) blind hole matches connection with bearing down on one.
4. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as claimed in claim 2, it is characterised in that: described
When work stone (1) tilts upward masonry along anti-flood wall wall (2) upstream face, slope ratio is no more than 1:0.30.
5. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as described in claim 1, it is characterised in that: described
It is drawn along stone (9) with one piece of fourth stone (8) and anti-flood wall wall (2) when being laid along stone (9) He Dingshi (8) using every two pieces or three pieces
Knot is bonded, and gap (7) are filled with mortar between two kinds of masonries.
6. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as described in claim 1, it is characterised in that: described
Bear down on one (5) formed using the concreting of 15-25cm thickness.
7. a kind of structure suitable for Landscape River anti-flood wall work stone veneer as claimed in claim 6, it is characterised in that: described
Bear down on one (5) formed using the concreting of 20cm thickness.
8. a kind of masonry side suitable for Landscape River anti-flood wall work stone veneered construction as described in claim 1-7 any one
Method, which comprises the steps of:
Step 1: foundation excavation
Flood control cofferdam is built in side of bordering on the river first, then carries out excavation of foundation pit operation；
Step 2: it builds
After the completion of step 1, flood control foundation of wall (4) masonry is carried out, after flood control foundation of wall (4) is laid, in flood control foundation of wall
(4) it carries out anti-flood wall wall (2) on to build, anti-flood wall wall (2) is built simultaneously with work stone (1)；When building work stone (1), every
Two pieces or three pieces are bonded along stone (9) with one piece of fourth stone (8) and anti-flood wall wall (2) drawknot, gap mortar between two kinds of masonries
Filling is built until design altitude；
Earthen backfill after step 3: bearing down on one and wall
After the completion of step 2,15-25cm thickness concrete being poured in wall top and is beared down on one, bear down on one upper arrangement channel protection railing, most
Design altitude is backfilled to compaction in layers backfill in backfill side's is carried out after wall according to design requirement afterwards.
9. a kind of building method suitable for Landscape River anti-flood wall work stone veneered construction as claimed in claim 8, feature
Be: the foundation excavation of the step 1 carries out in dry season.
10. a kind of building method suitable for Landscape River anti-flood wall work stone veneered construction as claimed in claim 8, feature
Be: the initial position that the step 2 builds work stone (1) is located at riverbed ground or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635888.9A CN110374050A (en) | 2019-07-15 | 2019-07-15 | A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635888.9A CN110374050A (en) | 2019-07-15 | 2019-07-15 | A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110374050A true CN110374050A (en) | 2019-10-25 |
Family
ID=68253185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910635888.9A Pending CN110374050A (en) | 2019-07-15 | 2019-07-15 | A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110374050A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111172939A (en) * | 2019-12-25 | 2020-05-19 | 北京正和恒基滨水生态环境治理股份有限公司 | Construction method for stone-laying revetment |
| CN113846669A (en) * | 2021-09-28 | 2021-12-28 | 济南市市政工程建设集团有限公司 | Ecological construction method for stone-built retaining wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202007018230U1 (en) * | 2007-12-18 | 2008-03-27 | Schulz, Manfred | Flood protection wall |
| CN102995601A (en) * | 2012-11-19 | 2013-03-27 | 陕西煤业化工建设（集团）有限公司 | Municipal flood control integrated engineering construction technology for strong flushing embankment |
| CN207211063U (en) * | 2017-08-23 | 2018-04-10 | 东莞市水利勘测设计院有限公司 | A kind of river anti-impact dyke |
| CN207760804U (en) * | 2017-12-11 | 2018-08-24 | 上海市水利工程设计研究院有限公司 | A kind of Multi-functional economy dike structure |
| CN210857095U (en) * | 2019-07-15 | 2020-06-26 | 中国电建集团西北勘测设计研究院有限公司 | Structure suitable for view river flood control wall material stone wainscot |
-
2019
- 2019-07-15 CN CN201910635888.9A patent/CN110374050A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202007018230U1 (en) * | 2007-12-18 | 2008-03-27 | Schulz, Manfred | Flood protection wall |
| CN102995601A (en) * | 2012-11-19 | 2013-03-27 | 陕西煤业化工建设（集团）有限公司 | Municipal flood control integrated engineering construction technology for strong flushing embankment |
| CN207211063U (en) * | 2017-08-23 | 2018-04-10 | 东莞市水利勘测设计院有限公司 | A kind of river anti-impact dyke |
| CN207760804U (en) * | 2017-12-11 | 2018-08-24 | 上海市水利工程设计研究院有限公司 | A kind of Multi-functional economy dike structure |
| CN210857095U (en) * | 2019-07-15 | 2020-06-26 | 中国电建集团西北勘测设计研究院有限公司 | Structure suitable for view river flood control wall material stone wainscot |
Non-Patent Citations (1)
| Title |
|---|
| 皮振益: "《公路工程现场监理工程师手册》", 31 August 2005, 中国计划出版社, pages: 102 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111172939A (en) * | 2019-12-25 | 2020-05-19 | 北京正和恒基滨水生态环境治理股份有限公司 | Construction method for stone-laying revetment |
| CN113846669A (en) * | 2021-09-28 | 2021-12-28 | 济南市市政工程建设集团有限公司 | Ecological construction method for stone-built retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20100054859A1 (en) | Hydraulic Sliding Insertion Panel and Its Using Method | |
| CN101914925A (en) | Basement by using optimized composite prefabricated arch wall as external wall | |
| CN105297685B (en) | A kind of pedestal CFRD and its construction method | |
| CN107905251A (en) | A kind of module prestressing force Retaining Wall and its assembly method | |
| CN207760804U (en) | A kind of Multi-functional economy dike structure | |
| CN203729308U (en) | Double-row pile supporting system of reinforced concrete pile combined structural steel cement mixing pile wall | |
| CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
| CN110374050A (en) | A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer | |
| CN107012871A (en) | A kind of suspension type goes along with sb. to guard him the deep reversed construction method for greatly enhancing foundation ditch fabricated construction | |
| CN113250240A (en) | Combined side slope protection structure and process of layered net type gabion and concrete | |
| CN109881683A (en) | A kind of more sublevel retaining structures and its construction method for combining artificial earth fill's grouting reinforcement technique | |
| CN106988451A (en) | A kind of building external sunshade wall | |
| CN109487748A (en) | Nearby Structure depth riverbed quaywall supporting construction and construction method | |
| CN209723024U (en) | Composite foundation reinforcement counterfort wall structure | |
| CN206941880U (en) | A kind of building external ornamental slab for paving the floor grid masonry construction | |
| CN205934862U (en) | Local high -modulus enrockment concrete -faced rockfill dam structure | |
| CN202248483U (en) | Multifunctional assembling pouring type modularized building block | |
| CN204112363U (en) | Barricade, blocking dam, river levee, the drainage groove of a kind of brick body and formation thereof | |
| CN110485366A (en) | A kind of section space-efficient interlocking docking Ecological Retaining Wall structure and its construction method | |
| CN207092103U (en) | A kind of deep foundation pit supporting structure | |
| CN210857095U (en) | Structure suitable for view river flood control wall material stone wainscot | |
| CN207003470U (en) | A kind of pin-connected panel ecological anchor rod retaining wall structure | |
| CN206599791U (en) | A kind of ecological retaining wall block of drystone formula regeneration concrete | |
| CN106836274B (en) | Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof | |
| CN206681016U (en) | Dash earth-retaining building 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 |