CN110578336A - Anchor bolt assembly type column plate type greening retaining wall - Google Patents
Anchor bolt assembly type column plate type greening retaining wall Download PDFInfo
- Publication number
- CN110578336A CN110578336A CN201910699408.5A CN201910699408A CN110578336A CN 110578336 A CN110578336 A CN 110578336A CN 201910699408 A CN201910699408 A CN 201910699408A CN 110578336 A CN110578336 A CN 110578336A
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- column
- greening retaining
- anchor bolt
- stand
- 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.)
- Granted
Links
- 238000003780 insertion Methods 0.000 claims abstract description 12
- 230000037431 insertion Effects 0.000 claims abstract description 12
- 238000009434 installation Methods 0.000 abstract description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 12
- 239000002689 soil Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000006978 adaptation Effects 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 241001464837 Viridiplantae Species 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
An anchor bolt assembly type column plate type greening retaining wall comprises a bottom plate, wherein a column group is arranged on the bottom plate, the column group is formed by overlapping a plurality of columns, the connected columns are mutually connected, and the bottom of the column group is connected with the bottom plate; the multiple groups of upright post groups are positioned on the same straight line, inclined insertion plates are arranged between adjacent upright post groups, the inclined insertion plates among the multiple groups of upright post groups are arranged in parallel, and the upright posts are provided with connecting pieces matched with the inclined insertion plates; compared with the prior art, the height of stand can divide into a plurality of different heights according to the number of connecting piece, according to the needs of difference, makes up into the barricade of co-altitude, can plant green planting in the oblique picture peg, reaches the requirement of view, adopts bolted connection between base and stand, stand and the stand simultaneously, does not seal the anchor, exposes in the field difficult rust, and the installation is dismantled conveniently, but reuse.
Description
Technical Field
the invention belongs to the technical field of building equipment, and particularly relates to an anchor bolt assembly type column plate type greening retaining wall.
background
Concrete structures can be divided into two categories, namely cast-in-place concrete structures and fabricated concrete structures according to construction modes, wherein the cast-in-place concrete structures need to support templates, bind reinforcing steel bars and pour concrete on construction sites, the concrete is maintained and demolded under certain conditions, and the like.
The fabricated retaining wall can shorten the construction period of a project, so that the construction has small negative influence on the surrounding social environment and ecology, the traffic pressure of urban road construction can be relieved, and the fabricated retaining wall plays an important role in promoting the construction of a low-carbon conservation-oriented society. Due to the mode of factory standard prefabrication and field installation and construction, the assembled retaining wall has the unique advantages of short assembly period and easy control of prefabrication construction quality. Particularly, in the construction of the approach engineering of large and medium-sized urban roads and bridges, the construction of the road shoulder retaining wall is limited by short construction period and surrounding buildings, namely, the prefabricated retaining wall is required to be adopted for construction.
In addition, for those areas with poor foundation conditions and lack of stones, the use of the fabricated retaining wall is the best choice because of its small weight, small occupied land and low foundation bearing capacity. The column plate type retaining wall can reduce the height of the excavation side slope, reduce the number of excavation, and avoid the instability and the slump loss of the mountain; the embankment toe can be contracted, the filling quantity and the occupied area are reduced, and the stability of the embankment is ensured; finally, the method can prevent the road slope covering layer from sliding downwards and renovate the landslide, and is widely applied to projects such as highways.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides the anchor bolt assembled column plate type greening retaining wall which is simple in structure, convenient to construct and reusable.
in order to achieve the above purposes, the technical scheme adopted by the invention is as follows: an anchor bolt assembly type column plate type greening retaining wall comprises a bottom plate, wherein a column group is arranged on the bottom plate, the column group is formed by overlapping a plurality of columns, the connected columns are mutually connected, and the bottom of the column group is connected with the bottom plate; the stand group is located same straight line, and is equipped with oblique picture peg between the adjacent stand group, polylith oblique picture peg parallel arrangement between the multiunit stand group, and be equipped with the connecting piece with oblique picture peg looks adaptation on the stand.
As a preferable scheme of the invention, the connecting pieces are positioned on two sides of the upright post, the upright post is provided with a plurality of connecting pieces along the height direction, and the connecting pieces on the same side are positioned on the same vertical plane.
As a preferable scheme of the present invention, the positions of the connecting members on both sides correspond to each other, and the horizontal heights of the connecting members on adjacent upright post groups correspond to each other.
In a preferred embodiment of the present invention, the connecting members extend outwardly along both side surfaces of the pillar, and the connecting members are disposed obliquely on the pillar.
As a preferable scheme of the invention, the inclined lower end of the connecting piece is provided with an upward bent folded lug, two ends of the inclined insertion plate are positioned in the folded lugs, the inclined insertion plate is connected with the folded lug in a mortise-tenon manner, the inclined insertion plate adopts a shell structure, and the height of one side of the inclined insertion plate is larger.
As a preferable scheme of the present invention, bases are formed at upper and lower ends of the pillar, and a connection hole is formed on the base.
As a preferable scheme of the invention, the bases connected with the upright posts are corresponding, and the connecting holes between the connected upright posts are communicated.
As a preferable scheme of the invention, a cross beam is arranged between adjacent upright post groups and is connected with the base.
In a preferred embodiment of the present invention, the cross member is located at an upper end of the inclined insertion plate.
As a preferable scheme of the present invention, the connecting member and the pillar are integrally formed.
As a preferred scheme of the invention, if the foundation is a rock, the retaining wall is connected with the foundation by using the anchor bolt, and if the foundation is a soil, the retaining wall is connected by using the anchor bolt.
compared with the prior art, the height of the upright post can be divided into a plurality of different heights according to the number of the connecting pieces, retaining walls with different heights are combined according to different requirements, green plants can be planted in the oblique inserting plate, the landscape requirement is met, meanwhile, the base and the upright post, and the upright post are connected through bolts without anchor sealing, are not easy to rust when exposed in the field, are convenient to install and disassemble, and can be repeatedly used.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an isometric view of the present invention;
FIG. 3 is a schematic structural view of columns of different heights;
FIG. 4 is a schematic structural view of a column;
FIG. 5 is a schematic view of the fitting structure;
FIG. 6 is a schematic view of the structure of the connecting member and the lug;
FIG. 7 is a schematic representation of the use of the present invention;
FIG. 8 is a schematic view of the connection of the column set to the ground;
Reference numbers in the figures: the device comprises upright columns 1, inclined insertion plates 2, upright column groups 3, upright columns 4, connecting pieces 4-1, folding lugs 4-2, bases 4-3, connecting holes 4-4, cross beams 5, fill hilltops 6, soil shoulders 7, ground lines 8, anchor rods 9 and matching pieces 10.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
As shown in fig. 1-8, an anchor bolt assembly type column plate type greening retaining wall comprises a bottom plate 1, wherein a column group 3 is arranged on the bottom plate 1, the column group 3 is formed by overlapping a plurality of columns 4, the connected columns 4 are mutually connected, and the bottom of the column group 3 is connected with the bottom plate 1; the multiple groups of stand column groups 3 are positioned on the same straight line, oblique inserting plates 2 are arranged between the adjacent stand column groups 3, multiple oblique inserting plates 2 between the multiple groups of stand column groups 3 are arranged in parallel, connecting pieces 4-1 matched with the oblique inserting plates 2 are arranged on the stand columns 4, in the actual use process, if a foundation is a rock, the stand column groups 3 are connected with the foundation through anchor bolts 9, and if the foundation is a soil, the stand column groups 3 are connected with the foundation through anchor bolts 9.
The height of stand group 3 is designed according to the number of stand 4, overlaps through a plurality of stands 4 and sets up for stand group 3 highly reaches actual need's height, and the stand 4 that overlaps the setting connects gradually, is equipped with oblique picture peg 2 that the slope set up between the adjacent stand group 3, and 2 both ends of oblique picture peg offset with stand group 3, the width of oblique picture peg 2 and the distance looks adaptation between the adjacent stand group 3.
The connecting pieces 4-1 are positioned at two sides of the upright post 4, the upright post 4 is provided with a plurality of connecting pieces 4-1 along the height direction, the connecting pieces 4-1 at the same side are positioned on the same vertical surface, the positions of the connecting pieces 4-1 at the two sides are corresponding, and the horizontal heights of the connecting pieces 4-1 on the adjacent upright post groups 3 are corresponding.
the stand 4 is the rectangle structure, connecting piece 4-1 is located the relative both sides of stand 4, stand 4 can set different heights according to the quantity of connecting piece 4-1, thereby be convenient for adjust the height of stand group 3, the connecting piece 4-1 shape, the structure, the direction homogeneous phase of same level on the stand 4 both sides corresponds, the connecting piece 4-1 position of same level on the adjacent stand group 3 corresponds, be convenient for be connected between oblique picture peg 2 and the stand group 3, connecting piece 4-1 and stand 4 are integrated into one piece, connecting piece 4-1 and stand 4 are through prefabricated pouring shaping, make have better intensity between connecting piece 4-1 and the stand 4.
The connecting piece 4-1 extends outwards along the two side surfaces of the upright post 4, the connecting piece 4-1 is obliquely arranged on the upright post 4, an upward bent folded lug 4-2 is formed at the oblique lower end of the connecting piece 4-1, the two ends of the oblique inserting plate 2 are positioned in the folded lugs 4-2, the oblique inserting plate 2 is in mortise-tenon connection with the folded lugs, the connecting piece 4-1 comprises an oblique plate and the folded lugs 4-2, the oblique inserting plate 2 is placed on the oblique plate, the oblique inserting plate 2 adopts a shell structure, the bottom of the oblique inserting plate 2 is abutted against the folded lugs 4-2, so that under the action of the upright post 4 and the folded lugs 4-2, the side surface of the oblique inserting plate 2 is abutted against the upright post 4, and the bottom of the oblique inserting plate 2 is abutted against the folded lugs 4-2, thereby realizing the positioning of the oblique inserting plate 2, and green planting on the oblique inserting plate 2.
Bases 4-3 are formed at the upper end and the lower end of the upright post 4, the size of the bases 4-3 is larger than that of the upright post 4, two sides of each base 4-3 extend out of the upright post 4, connecting holes 4-4 are formed in the outer sections of the bases 4-3 extending out of the upright post 4, the bases 4-3 between the connected upright posts 4 correspond to each other, the connecting holes 4-4 between the connected upright posts 4 are communicated, the connected upright posts 4 are fixedly connected through bolts introduced into the connecting holes 4-4, and the upright posts 4 are fixedly connected with the bottom plate 1 through bolts similarly.
Be equipped with crossbeam 5 between adjacent stand group 3, be formed with the fitting piece 10 with 5 looks adaptations of crossbeam on the stand group 3, crossbeam 5 bottom offsets with fitting piece 10, and be equipped with the bending segment with crossbeam 5 matched with on the fitting piece 10, the bending segment offsets with the lateral wall of crossbeam 5, crossbeam 5 links to each other with stand group 3, crossbeam 5 is located 2 slopes to the upper end of oblique picture peg, crossbeam 5 is used for connecting base 4-3 on the adjacent stand group 3 to make and have better stability between the adjacent stand group 3, listen bolt fixed connection between crossbeam 5 and the base 4-3.
In the in-service use process, the position of the bottom plate 1 is subjected to formwork erection pouring of different elevations according to the change of a ground line 8, the soil shoulder 7 is put on the slope to the fill slope top 6, and under the action of the stand column group 3, the top of the stand column group 3 on each bottom plate 1 is ensured to be positioned at the same horizontal height, so that the inclined inserting plate 2 is convenient to arrange, if the foundation is a rock, the stand column group 3 is connected with the foundation by the anchor rod 9, and if the foundation is a soil, the stand column group 3 is connected with the foundation by the anchor rod 9.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention; thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Although the reference numerals in the figures are used more here: the technical scheme includes that the method comprises the following terms of an upright post 1, an inclined insertion plate 2, an upright post group 3, an upright post 4, a connecting piece 4-1, a folded lug 4-2, a base 4-3, a connecting hole 4-4, a cross beam 5, a fill slope top 6, an earth shoulder 7, a ground line 8, a screw 9, a matching piece 10 and the like, but the possibility of using other terms is not excluded; these terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed as being without limitation to any additional limitations that may be imposed by the spirit of the present invention.
Claims (10)
1. An anchor bolt assembly type column plate type greening retaining wall is characterized by comprising a bottom plate (1), wherein a column group (3) is arranged on the bottom plate (1), the column group (3) is formed by overlapping a plurality of columns (4), the connected columns (4) are mutually connected, and the bottom of the column group (3) is connected with the bottom plate (1); the multiple groups of the upright post groups (3) are positioned on the same straight line, oblique inserting plates (2) are arranged between the adjacent upright post groups (3), the multiple oblique inserting plates (2) between the multiple groups of upright post groups (3) are arranged in parallel, and connecting pieces (4-1) matched with the oblique inserting plates (2) are arranged on the upright posts (4).
2. The anchor bolt assembly type column plate type greening retaining wall as claimed in claim 1, wherein the connecting pieces (4-1) are located at both sides of the vertical column (4), the vertical column (4) is provided with a plurality of connecting pieces (4-1) along the height direction, and the connecting pieces (4-1) at the same side are located on the same vertical plane.
3. The anchor bolt assembly type column plate type greening retaining wall as claimed in claim 2, wherein the positions of the connecting pieces (4-1) at two sides are corresponding, and the horizontal heights of the connecting pieces (4-1) on adjacent column groups (3) are corresponding.
4. The anchor-bolt-assembled floor-type greening retaining wall as claimed in claim 3, wherein said connecting members (4-1) are extended outwardly along both side surfaces of the columns (4), and the connecting members (4-1) are obliquely arranged on the columns (4).
5. The anchor bolt assembly type column plate type greening retaining wall as claimed in claim 4, wherein the inclined lower end of the connecting member (4-1) is formed with an upwardly bent folded lug (4-2), both ends of the inclined insertion plate (2) are positioned in the folded lug (4-2), and the inclined insertion plate (2) is in mortise and tenon connection with the folded lug (4-2).
6. The anchor bolt-assembled pillar plate type greening retaining wall as claimed in claim 1, wherein bases (4-3) are formed at upper and lower ends of the pillar (4), and connecting holes (4-4) are formed on the bases (4-3).
7. The anchor bolt-assembled pillar plate type greening retaining wall as claimed in claim 6, wherein the bases (4-3) between the connected pillars (4) are corresponding, and the connecting holes (4-4) between the connected pillars (4) are communicated.
8. The anchor bolt assembly type column plate type greening retaining wall as claimed in claim 1, wherein a cross beam (5) is arranged between adjacent column sets (3), and the cross beam (5) is connected with the bases (4-3).
9. The anchor-bolt-assembled floor-type greening retaining wall as claimed in claim 8, wherein said cross beams (5) are located at the obliquely upper ends of said oblique inserting plates (2).
10. The anchor-bolt-assembled pillar-plate type greening retaining wall as claimed in claim 1, wherein the connecting members (4-1) are integrally formed with the pillars (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910699408.5A CN110578336B (en) | 2019-07-31 | 2019-07-31 | Anchor bolt assembled column plate type greening retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910699408.5A CN110578336B (en) | 2019-07-31 | 2019-07-31 | Anchor bolt assembled column plate type greening retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110578336A true CN110578336A (en) | 2019-12-17 |
| CN110578336B CN110578336B (en) | 2024-06-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910699408.5A Active CN110578336B (en) | 2019-07-31 | 2019-07-31 | Anchor bolt assembled column plate type greening retaining wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424703A (en) * | 2020-04-07 | 2020-07-17 | 吉林建筑大学 | Prefabricated base of road or bridge temporary retaining wall |
| CN112095658A (en) * | 2020-10-16 | 2020-12-18 | 浙江交工集团股份有限公司 | High-prefabricated stand column based on grid ecological retaining wall and construction method for accurate installation of high-prefabricated stand column |
| CN114263209A (en) * | 2021-12-27 | 2022-04-01 | 浙江交工集团股份有限公司 | Reusable assembly type greening retaining wall template system and assembly method |
Citations (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5380705A (en) * | 1976-12-24 | 1978-07-17 | Sando Kougiyou Kk | Method of building sand guard for banking |
| KR200235107Y1 (en) * | 2001-03-29 | 2001-10-10 | 김상수 | Afforestation Retaining-Wall laying Concrete-block |
| US20040118071A1 (en) * | 2001-03-02 | 2004-06-24 | Price Raymond R. | Multiuse block and retaining wall |
| JP2005290669A (en) * | 2004-03-31 | 2005-10-20 | Yamatatsugumi:Kk | Planting soil retaining wall and its constructing method |
| KR100794221B1 (en) * | 2007-10-10 | 2008-01-11 | 김학은 | Retaining wall for planting |
| KR200441452Y1 (en) * | 2007-06-15 | 2008-08-19 | 김국진 | Soil Compactor for having angle adjustment device |
| JP2009254347A (en) * | 2007-12-14 | 2009-11-05 | Toyoko Techno Plan Kk | Greening shelf unit |
| JP2011099251A (en) * | 2009-11-06 | 2011-05-19 | Ps Mitsubishi Construction Co Ltd | Retaining wall using precast concrete member |
| KR20120055315A (en) * | 2010-11-23 | 2012-05-31 | 김정섭 | Plantable retaining wall block laying structureusing the block |
| CN102505643A (en) * | 2011-11-07 | 2012-06-20 | 中铁西北科学研究院有限公司 | Inclined inserting plate type sand blocking wall |
| KR101559751B1 (en) * | 2015-04-15 | 2015-10-14 | 김기로 | This does not require a retaining wall erected formwork |
| JP2016035147A (en) * | 2014-08-01 | 2016-03-17 | 東京インキ株式会社 | Construction method for protective structure against fallen object, and protective structure against fallen object |
| KR101615614B1 (en) * | 2015-11-06 | 2016-05-11 | 주식회사 제이비즈 | A construction method of a structure with modular retaining wall and double wall |
| CN205557535U (en) * | 2016-03-31 | 2016-09-07 | 浙江交工路桥建设有限公司 | Compound retaining wall of arch campshed formula |
| CN205776340U (en) * | 2016-07-05 | 2016-12-07 | 中泰国际高新技术有限公司 | Retaining wall block |
| CN106320267A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Pile type composite retaining wall |
| CN205907904U (en) * | 2016-08-23 | 2017-01-25 | 中国电建集团核电工程公司 | Simple and easy support of preventing toppling for building |
| JP2017155574A (en) * | 2016-03-05 | 2017-09-07 | 有限会社芳肱会 | Construction method of retaining wall |
| JP2018003477A (en) * | 2016-07-04 | 2018-01-11 | 環境工学株式会社 | Construction method of civil engineering structure, and civil engineering building block and anchoring member used with the same |
| CN108396772A (en) * | 2018-03-29 | 2018-08-14 | 广州地铁设计研究院有限公司 | A kind of welding with filler wire Retaining Wall and its construction method |
| KR20180119872A (en) * | 2017-04-26 | 2018-11-05 | (주)뉴저스트 | Continuous structure for soft ground reinforcement |
| CN208202238U (en) * | 2018-03-30 | 2018-12-07 | 中国水利水电第七工程局有限公司 | A kind of assembling type partition wall |
| CN109403370A (en) * | 2018-10-16 | 2019-03-01 | 上海久鼎绿化混凝土有限公司 | A kind of cast-in-place green concrete barricade and its construction method |
| CN109695254A (en) * | 2019-03-07 | 2019-04-30 | 浙江交工集团股份有限公司 | A kind of road shoulder soil blocking component afforested and its construction method |
| CN109750689A (en) * | 2019-03-07 | 2019-05-14 | 浙江交工集团股份有限公司 | A kind of Study on Reinforced Embankments Using soil blocking component afforested and its construction method |
| CN208899385U (en) * | 2018-01-24 | 2019-05-24 | 中国水利水电第七工程局有限公司 | A kind of precast concrete assembled protection column |
| CN209066476U (en) * | 2018-03-09 | 2019-07-05 | 韦随庆 | Ecological cantilevered and buttress type assemble retaining wall |
| CN209114499U (en) * | 2018-10-19 | 2019-07-16 | 河北省水利水电勘测设计研究院 | A kind of precast splice type reinforced concrete retaining wall |
| CN210621748U (en) * | 2019-07-31 | 2020-05-26 | 浙江交工集团股份有限公司 | Anchor bolt assembly type column plate type greening retaining wall |
-
2019
- 2019-07-31 CN CN201910699408.5A patent/CN110578336B/en active Active
Patent Citations (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5380705A (en) * | 1976-12-24 | 1978-07-17 | Sando Kougiyou Kk | Method of building sand guard for banking |
| US20040118071A1 (en) * | 2001-03-02 | 2004-06-24 | Price Raymond R. | Multiuse block and retaining wall |
| KR200235107Y1 (en) * | 2001-03-29 | 2001-10-10 | 김상수 | Afforestation Retaining-Wall laying Concrete-block |
| JP2005290669A (en) * | 2004-03-31 | 2005-10-20 | Yamatatsugumi:Kk | Planting soil retaining wall and its constructing method |
| KR200441452Y1 (en) * | 2007-06-15 | 2008-08-19 | 김국진 | Soil Compactor for having angle adjustment device |
| KR100794221B1 (en) * | 2007-10-10 | 2008-01-11 | 김학은 | Retaining wall for planting |
| JP2009254347A (en) * | 2007-12-14 | 2009-11-05 | Toyoko Techno Plan Kk | Greening shelf unit |
| JP2011099251A (en) * | 2009-11-06 | 2011-05-19 | Ps Mitsubishi Construction Co Ltd | Retaining wall using precast concrete member |
| KR20120055315A (en) * | 2010-11-23 | 2012-05-31 | 김정섭 | Plantable retaining wall block laying structureusing the block |
| CN102505643A (en) * | 2011-11-07 | 2012-06-20 | 中铁西北科学研究院有限公司 | Inclined inserting plate type sand blocking wall |
| JP2016035147A (en) * | 2014-08-01 | 2016-03-17 | 東京インキ株式会社 | Construction method for protective structure against fallen object, and protective structure against fallen object |
| KR101559751B1 (en) * | 2015-04-15 | 2015-10-14 | 김기로 | This does not require a retaining wall erected formwork |
| KR101615614B1 (en) * | 2015-11-06 | 2016-05-11 | 주식회사 제이비즈 | A construction method of a structure with modular retaining wall and double wall |
| JP2017155574A (en) * | 2016-03-05 | 2017-09-07 | 有限会社芳肱会 | Construction method of retaining wall |
| CN205557535U (en) * | 2016-03-31 | 2016-09-07 | 浙江交工路桥建设有限公司 | Compound retaining wall of arch campshed formula |
| JP2018003477A (en) * | 2016-07-04 | 2018-01-11 | 環境工学株式会社 | Construction method of civil engineering structure, and civil engineering building block and anchoring member used with the same |
| CN205776340U (en) * | 2016-07-05 | 2016-12-07 | 中泰国际高新技术有限公司 | Retaining wall block |
| CN205907904U (en) * | 2016-08-23 | 2017-01-25 | 中国电建集团核电工程公司 | Simple and easy support of preventing toppling for building |
| CN106320267A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Pile type composite retaining wall |
| KR20180119872A (en) * | 2017-04-26 | 2018-11-05 | (주)뉴저스트 | Continuous structure for soft ground reinforcement |
| CN208899385U (en) * | 2018-01-24 | 2019-05-24 | 中国水利水电第七工程局有限公司 | A kind of precast concrete assembled protection column |
| CN209066476U (en) * | 2018-03-09 | 2019-07-05 | 韦随庆 | Ecological cantilevered and buttress type assemble retaining wall |
| CN108396772A (en) * | 2018-03-29 | 2018-08-14 | 广州地铁设计研究院有限公司 | A kind of welding with filler wire Retaining Wall and its construction method |
| CN208202238U (en) * | 2018-03-30 | 2018-12-07 | 中国水利水电第七工程局有限公司 | A kind of assembling type partition wall |
| CN109403370A (en) * | 2018-10-16 | 2019-03-01 | 上海久鼎绿化混凝土有限公司 | A kind of cast-in-place green concrete barricade and its construction method |
| CN209114499U (en) * | 2018-10-19 | 2019-07-16 | 河北省水利水电勘测设计研究院 | A kind of precast splice type reinforced concrete retaining wall |
| CN109695254A (en) * | 2019-03-07 | 2019-04-30 | 浙江交工集团股份有限公司 | A kind of road shoulder soil blocking component afforested and its construction method |
| CN109750689A (en) * | 2019-03-07 | 2019-05-14 | 浙江交工集团股份有限公司 | A kind of Study on Reinforced Embankments Using soil blocking component afforested and its construction method |
| CN210621748U (en) * | 2019-07-31 | 2020-05-26 | 浙江交工集团股份有限公司 | Anchor bolt assembly type column plate type greening retaining wall |
Non-Patent Citations (2)
| Title |
|---|
| 杨广庆: "土工格栅加筋土挡墙试验研究", 岩土力学, 10 January 2009 (2009-01-10), pages 206 - 210 * |
| 秦本良;李家平;: "泡沫冲砂工艺在新疆油田稠油水平井中的应用", 新疆石油天然气, no. 03, 15 September 2011 (2011-09-15), pages 68 - 72 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424703A (en) * | 2020-04-07 | 2020-07-17 | 吉林建筑大学 | Prefabricated base of road or bridge temporary retaining wall |
| CN112095658A (en) * | 2020-10-16 | 2020-12-18 | 浙江交工集团股份有限公司 | High-prefabricated stand column based on grid ecological retaining wall and construction method for accurate installation of high-prefabricated stand column |
| CN114263209A (en) * | 2021-12-27 | 2022-04-01 | 浙江交工集团股份有限公司 | Reusable assembly type greening retaining wall template system and assembly method |
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