CN107182699A - Monoblock type arbor ground prop construction - Google Patents
Monoblock type arbor ground prop construction Download PDFInfo
- Publication number
- CN107182699A CN107182699A CN201710570217.XA CN201710570217A CN107182699A CN 107182699 A CN107182699 A CN 107182699A CN 201710570217 A CN201710570217 A CN 201710570217A CN 107182699 A CN107182699 A CN 107182699A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- mud ball
- waist hoop
- steel
- monoblock type
- 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
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
- A01G17/00—Cultivation of hops, vines, fruit trees, or like trees
- A01G17/04—Supports for hops, vines, or trees
- A01G17/14—Props; Stays
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Botany (AREA)
- Environmental Sciences (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Monoblock type arbor ground prop construction, it includes, 1) bottom plate makes, installs；2) mud ball is wrapped up；3) earthwork heap build, moulding；4) plant pit is excavated；5) reinforcing bar waist hoop is connected with bottom plate；6) earthing protects Moisture.Monoblock type arbor ground prop construction of the present invention, it can be ensured that the steadiness after arbor plantation, can guarantee that the overall landscape effect after plantation, it is adaptable to which arbor is planted in all kinds of afforestation projects, particularly ground landscape effect requires of a relatively high engineering again.
Description
Technical field
The present invention relates to greening technique, more particularly to monoblock type arbor ground prop construction.
Background technology
The need for according to current most afforestation projects, part arbor is enterprising in underground parking garage top plate in some afforestation projects
Planted after row earthing, planting soil is light soil and soil thickness is not enough, conventional stake processed, piling will be unable to implement or do not reach steady
Gu require, such as relating to landscape effect requires higher engineering, if conventionally upper stake processed, construction technology (traditional China fir of piling
Timber, well word or gusseted, appearance are poor) in addition to the overall landscape effect of destruction, also result in a certain degree of space wave
Take.
And the free-standing ground prop technique of tradition its to acting on, the vertical soil layer requirement for bearing capacity on support is high, local Buddhist nun
Imperial bandage limits plant root growth and cost is higher.
Traditional ground prop requires mud ball wrapping volume greatly, and area is big, and mud ball whole parcel is sprouted on root system influences poor, resistance
Hinder root growth.
The most thick 1.5m light soils of conventional roof earthing, traditional method for planting wind loading rating is weak, mainly due to the carrying of soil
Power is not enough, causes trees resistance to capsizing inadequate.
The independent support equipment cost of tradition is higher.
The content of the invention
It is an object of the invention to provide a kind of monoblock type arbor ground prop construction, it can be ensured that after arbor plantation
Steadiness, can guarantee that again plantation after overall landscape effect, it is adaptable in all kinds of afforestation projects arbor plant, particularly on the ground
Landscape effect requires of a relatively high engineering, is more suitable for roof greening, square greening.
To reach above-mentioned purpose, the technical scheme is that：
Monoblock type arbor ground prop construction, it includes,
1) bottom plate makes, installed
Concrete-pile is prefabricated, is connected between concrete-pile with square steel, thereon longitudinally, laterally assembling reinforcement, is formed latticed
Structure；
2) mud ball is wrapped up
Arbor mud ball is wrapped up using steel fabric sheet, and mud ball periphery sets at least twice reinforcing bar waist hoop；Reinforcing bar waist cuff is entered
Mud ball periphery is simultaneously fixed temporarily, and is bound with the bandage that links closely with vertical reinforcement；Mud ball surface uses steel wire rope and first of waist hoop
Bound；
3) earthwork heap build, moulding：
Turn over haul volume to the online heap of baseplate reinforcing bar build, moulding, preferably 1~2m of soil thickness, 1.2~1.6m；
4) plant pit is excavated
Plant pit cutting depth is highly determined according to mud ball；
5) reinforcing bar waist hoop is connected with bottom plate
Using steel wire rope, turnbuckle, U-shaped snapping mud ball wrapping net and bottom platform；First in mud ball surface colligation steel
Wirerope-winding is connected by cord on first of waist hoop, and with U-shaped button；
Secondly turnbuckle is set and using steel wire rope and U-shaped it is buckled in turnbuckle two closing on first waist hoop side
It is wound fixation；
Connected again by turnbuckle lower end to equally use steel wire rope at bottom plate, finally by steel wire rope and baseplate reinforcing bar
Or square steel is wound connection
6) turnbuckle is tightened up, earthing protects Moisture.
Further, while ground prop is set in concrete-pile pre-buried steelwork component, and using at through antirust
The reinforcing bar of reason is attached with preburied component, and reinforcing bar extends to planting soil surface or less than planting soil surface, and the interior reinforcing bar of pipe is neighbouring
Surface layer carries out crotch processing, normal condition setting of casing after capping can it is hidden in ground by and lawn in, when typhoon season and
Lower tube cap is can use when other wind-force are larger, is connected using steel wire rope one end with reinforcing bar crotch in pipe, the other end is tied up with arbor mobile jib
The road reinforcing modes of Zha bis-.
It is preferred that, the reinforcing bar of the antirust treatment is reinforcing bar overcoat pvc pipe, and reinforcing bar and/or PVC sleeve pipes extend to planting soil
Surface, or less than planting soil surface 2-4cm.
Also, laterally pre-buried be connected with square steel uses steel part to the precast concrete pile, longitudinal direction is pre-buried to be connected with default cable wind rope
Use steel part.
The square steel is connected by screw bolts with pre-buried steel part in precast concrete pile.
The step 1) reinforcing bar colligation is：Set vertical, horizontal reinforcing bar, between reinforcing bar and square steel and vertical, horizontal reinforcing bar it
And the tie point between vertical, horizontal reinforcing bar is fixed using plastic-cladded wirerope and U-shaped button colligation.
In the mud ball wrapping, mud ball periphery reinforcing bar waist hoop is set, and mud is arranged at using twice reinforcing bar waist hoop is horizontally-parallel
The fixation on ball periphery, and set 4-6 roads longitudinal reinforcement to be attached twice waist hoop.
Twice waist hoop is set in the mud ball wrapping, reinforcing bar waist hoop length computation is：
First of waist hoop length is by mud ball circumference calculating at mud ball upper table downwards 10-20cm, on the basis of acquired results
Increasing 30-50cm is used for the connection of junction；
Second waist hoop length plays mud ball circumference calculating at downward 40-50cm by first of waist hoop, on acquired results basis
Upper increase 30-50cm is used for the connection of junction；
Longitudinal reinforcement waist hoop length is 60-70cm, and its bending length is 10-20cm, and longitudinal reinforcement arrangement quantity is 4-8
Root.
The reinforcing bar waist hoop is made as in advance, and transverse steel enters after being cut by computational length according to predeterminated position mud ball diameter
Row is bent, and the form that longitudinal reinforcement is bent using two is attached with transverse steel；Transverse steel lap-joint and transverse steel
It is fastenedly connected with longitudinal reinforcement lap-joint using U-shaped button；Reinforcing bar waist hoop is installed, and the reinforcing bar waist cuff of prefabricated completion is entered
Mud ball periphery is simultaneously fixed temporarily, and the bandage that will link closely is bound with vertical reinforcement；Contraction is linked closely, and waist hoop is laterally tightened up, and in overlap joint
Place is connected using U-shaped button.
It is preferred that, step 2) mud ball surface bound with first of waist hoop by five-pointed star form using steel wire rope, prevented
Mud ball upwards with waist hoops off.
The present invention adds overall torque by using the connection of overall reinforcing bar base plate and each plant mud ball, and makes each plant
Center of gravity is turned parts into the whole, so as to enhance arbor resistance to capsizing.
Each plant mud ball is consolidated by using steel wire, steel wire rope, the colligation of reinforcing bar waist hoop limits individual plant longitudinal direction and horizontal
Displacement.
Reinforcing bar waist hoop carries out deflation in being connected with bottom plate using turnbuckle can prevent mud ball or soil natural to be made after settling
It is slack and undisciplined into steel wire rope.
Cable wind rope is preset when typhoon season or other larger wind-force can form the reinforcing of two roads, strengthen wind loading rating.
Beneficial effects of the present invention：
1. engineering method of the present invention is supported based on space used on the ground with discharging arbor, designing and building a kind of new is used for Qiao
The globality structure of wood support, solves limitation of traditional arbor ground supporting process in terms of usage cycles, landscape effect
And the problem of traditional ground prop requirement height, harm root system of plant.
2. engineering method material therefor of the present invention is common, wide material sources, therefore cost is relatively low, for descending supporting process sexual valence early
Than of a relatively high.
3. present invention process versatility is good, the pollution-free diffusion problem of material is used, to environmental factors such as soil, water quality
Have no adverse effects.
4. the reserved PVC sleeve pipes (built-in steel wire rope) of the present invention are connected with baseplate reinforcing bar mesh sheet, typhoon season can use steel wire
Steel wire rope in PVC sleeve pipes and arbor trunk are attached by rope and turnbuckle, strengthen wind loading rating.
5. the inventive method is more suitable for roof greening, square greening.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention.
Fig. 2 is the structural representation of bottom plate in the embodiment of the present invention.
Fig. 3 is the structural representation of mud ball wrapping in the embodiment of the present invention.
Embodiment
Referring to Fig. 1~Fig. 3, monoblock type arbor ground prop construction of the invention, it includes,
1) bottom plate makes, installed
Concrete-pile is prefabricated, with (hollow) connection of zinc-plated square steel 2, thereon longitudinally, laterally assembling reinforcement between concrete-pile 1
3, form fenestral fabric；
2) mud ball is wrapped up
Arbor mud ball 4 is wrapped up using steel fabric sheet 5, and mud ball periphery sets twice reinforcing bar waist hoop 6,7；Reinforcing bar waist cuff is entered
Mud ball periphery is simultaneously fixed temporarily, and is bound with the bandage that links closely with vertical reinforcement；Mud ball surface uses steel wire rope and first of waist hoop
Bound；In the present embodiment, the mud ball surface is bound using steel wire rope by five-pointed star form with first of waist hoop
3) earthwork heap build, moulding：
Turn over haul volume to reinforcing bar base plate heap build, moulding, 1~2m of soil thickness, in the present embodiment soil thickness be
1.5m；
4) plant pit is excavated
Plant pit cutting depth is highly determined according to mud ball；
5) reinforcing bar waist hoop is connected with bottom plate
Using steel wire rope 8, turnbuckle 9, U-shaped buckle 10,10 ' and graft clay ball wrapping net and bar-mat reinforcement；
Steel wire rope 8 is wound on first of waist hoop 6 in five Angle Positions of the surface institute metal binding wire rope 8 of mud ball 4 first, and
Fixation is attached with U-shaped button 10；
Secondly turnbuckle 9 is set sideways and use steel wire rope 8 and U-shaped buckles 10 in gaily decorated basket spiral shell closing on first of waist hoop 6
9 two of silk are wound fixation；
Connected again by turnbuckle lower end to equally use steel wire rope at baseplate reinforcing bar, finally by steel wire rope and bottom plate
Reinforcing bar or square steel are wound connection；
6) turnbuckle is tightened up, earthing protects Moisture.
In the present embodiment, while ground prop is set in concrete-pile pre-buried steelwork component, and using warp
The reinforcing bar 12 (the overcoat pvc pipe 11 of reinforcing bar 12) of antirust treatment is attached with preburied component, and reinforcing bar 12 extends to planting soil surface
Or less than planting soil surface, reinforcing bar 12 carries out crotch processing adjacent to surface layer in pvc pipe 11, and normal condition setting of casing is after capping
Can it is hidden in ground by and lawn in, when typhoon season and other larger wind-force can use lower tube cap, using steel wire rope one end with
Reinforcing bar crotch connection in pipe, the other end and two road reinforcing modes of arbor mobile jib colligation.
The reinforcing bar 12 of above-mentioned antirust treatment is the overcoat pvc pipe 11 of reinforcing bar 12, and reinforcing bar 12 and/or PVC sleeve pipes 11 extend to kind
Native surface is planted, or less than planting soil surface 2-4cm.
Laterally pre-buried be connected with zinc-plated square steel uses steel part to the precast concrete pile, and longitudinal direction is pre-buried to be connected with default cable wind rope
Use steel part.
The zinc-plated square steel is connected by screw bolts with pre-buried steel part in precast concrete pile.
The step 1) reinforcing bar colligation is：Set vertical, horizontal reinforcing bar, between reinforcing bar and square steel and vertical, horizontal reinforcing bar it
And the tie point between vertical, horizontal reinforcing bar is fixed using plastic-cladded wirerope and U-shaped button colligation.
In the mud ball wrapping, mud ball periphery reinforcing bar waist hoop is set, and mud is arranged at using twice reinforcing bar waist hoop is horizontally-parallel
The fixation on ball periphery, and set 4-6 roads longitudinal reinforcement to be attached twice waist hoop.
Twice waist hoop is set in the mud ball wrapping, reinforcing bar waist hoop length computation is：
First of the length of waist hoop 6 is by mud ball circumference calculating at mud ball upper table downwards 10-20cm, on the basis of acquired results
Increasing 30-50cm is used for the connection of junction；
The length of second waist hoop 7 is by mud ball circumference calculating at first of downward 40-50cm of 6, waist hoop, in acquired results base
Increasing 30-50cm on plinth is used for the connection of junction；
The length of longitudinal reinforcement waist hoop 13 is 60-70cm, and its bending length is 10-20cm, and longitudinal reinforcement arrangement quantity is 4-8
Root.
The reinforcing bar waist hoop is made as in advance, and transverse steel enters after being cut by computational length according to predeterminated position mud ball diameter
Row is bent, and the form that longitudinal reinforcement is bent using two is attached with transverse steel；Transverse steel lap-joint and transverse steel
It is fastenedly connected with longitudinal reinforcement lap-joint using U-shaped button；Reinforcing bar waist hoop is installed, and the reinforcing bar waist cuff of prefabricated completion is entered
Mud ball periphery is simultaneously fixed temporarily, and the bandage that will link closely is bound with vertical reinforcement；Contraction is linked closely, and waist hoop is laterally tightened up, and in overlap joint
Place is connected using U-shaped button.
It is preferred that, mud ball surface of the present invention is bound using steel wire rope by five-pointed star form with first of waist hoop.
The present invention has been successfully applied to the commercial core space outdoor landscape engineering in Hongqiao in Shanghai, the ecological special project in Baoshan District of Shanghai
The construction project second phase.
Claims (10)
1. monoblock type arbor ground prop construction, it is characterised in that including,
1) bottom plate makes, installed
Concrete-pile is prefabricated, is connected between concrete-pile with square steel, thereon longitudinally, laterally assembling reinforcement, forms fenestral fabric；
2) mud ball is wrapped up
Arbor mud ball is wrapped up using steel fabric sheet, and mud ball periphery sets at least twice reinforcing bar waist hoop；Reinforcing bar waist cuff is entered into mud ball
Periphery is simultaneously fixed temporarily, and is bound with the bandage that links closely with vertical reinforcement；Mud ball surface is carried out using steel wire rope and first of waist hoop
Binding；
3) earthwork heap build, moulding：
Turn over haul volume to the online heap of baseplate reinforcing bar build, moulding, preferably 1~2m of soil thickness, 1.2~1.6m；
4) plant pit is excavated
Plant pit cutting depth is highly determined according to mud ball；
5) reinforcing bar waist hoop is connected with baseplate reinforcing bar net
Using steel wire rope, turnbuckle, U-shaped snapping mud ball wrapping net and bar-mat reinforcement；
First mud ball surface institute metal binding wire rope five Angle Positions by wirerope-winding on first of waist hoop, and with U-shaped button
It is attached fixation；
Secondly closing on first of waist hoop side setting turnbuckle and carried out using steel wire rope and the U-shaped turnbuckle two that is buckled in
It is fastened；
Again to equally being connected using steel wire rope at bottom plate by turnbuckle lower end, finally by steel wire rope and baseplate reinforcing bar net or
Square steel is wound connection；
6) turnbuckle is tightened up, earthing protects Moisture.
2. monoblock type arbor ground prop construction as claimed in claim 1, it is characterised in that set in ground prop
The pre-buried steelwork component in concrete-pile, and being attached using the reinforcing bar through antirust treatment with preburied component simultaneously, reinforcing bar
Extend to planting soil surface or less than planting soil surface, the interior reinforcing bar of pipe carries out crotch processing adjacent to surface layer, and normal condition is trapped
Pipe can be hidden in ground quilt and lawn after capping, lower tube cap is can use when typhoon season and other larger wind-force, using steel
Cord one end is connected with reinforcing bar crotch in pipe, the other end and two road reinforcing modes of arbor mobile jib colligation.
3. monoblock type arbor ground prop construction as claimed in claim 2, it is characterised in that the steel of above-mentioned antirust treatment
Muscle is reinforcing bar overcoat pvc pipe, and reinforcing bar and/or PVC sleeve pipes extend to planting soil surface, or less than planting soil surface 2-4cm.
4. monoblock type arbor ground prop construction as claimed in claim 2, it is characterised in that step 1) in, it is described pre-
Laterally pre-buried be connected with square steel uses steel part to concrete-pile processed, and pre-buried be connected with default cable wind rope in longitudinal direction uses steel part.
5. monoblock type arbor ground prop construction as claimed in claim 4, it is characterised in that the square steel is mixed with prefabricated
Pre-buried steel part is connected by screw bolts in solidifying soil stake.
6. monoblock type arbor ground prop construction as claimed in claim 1, it is characterised in that the step 1) reinforcing bar ties up
Prick and be：Set vertical, horizontal reinforcing bar, between reinforcing bar and square steel and vertical, horizontal reinforcing bar and the connection between vertical, horizontal reinforcing bar
Point is fixed using plastic-cladded wirerope and U-shaped button colligation.
7. monoblock type arbor ground prop construction as claimed in claim 1, it is characterised in that in the mud ball wrapping,
Mud ball periphery reinforcing bar waist hoop is set, and is arranged at the fixation on mud ball periphery using twice reinforcing bar waist hoop is horizontally-parallel, and set
Twice waist hoop is attached by 4-6 roads longitudinal reinforcement.
8. monoblock type arbor ground prop construction as claimed in claim 1, it is characterised in that set in the mud ball wrapping
Twice waist hoop is put, reinforcing bar waist hoop length computation is：
First of waist hoop length is increased by mud ball circumference calculating at mud ball upper table downwards 10-20cm on the basis of acquired results
30-50cm is used for the connection of junction；
Second waist hoop length plays mud ball circumference calculating at downward 40-50cm by first of waist hoop, increases on the basis of acquired results
Plus 30-50cm is used for the connection of junction；
Longitudinal reinforcement waist hoop length is 60-70cm, and its bending length is 10-20cm, and longitudinal reinforcement arrangement quantity is 4-8 roots.
9. the monoblock type arbor ground prop construction as described in claim 1 or 7 or 8, it is characterised in that the reinforcing bar waist
Hoop is made as in advance, and transverse steel is bent after being cut by computational length according to predeterminated position mud ball diameter, and longitudinal reinforcement is adopted
The form bent with two is attached with transverse steel；Transverse steel lap-joint and transverse steel and longitudinal reinforcement lap-joint are equal
It is fastenedly connected using U-shaped button；Reinforcing bar waist hoop is installed, and the reinforcing bar waist cuff of prefabricated completion is entered into mud ball periphery and temporarily solid
Fixed, the bandage that will link closely is bound with vertical reinforcement；Contraction is linked closely, and waist hoop is laterally tightened up, and solid using U-shaped button connection in lap-joint
It is fixed.
10. monoblock type arbor ground prop construction as claimed in claim 1, it is characterised in that step 2) mud ball surface
Bound using steel wire rope by five-pointed star form with first of waist hoop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710570217.XA CN107182699B (en) | 2017-07-13 | 2017-07-13 | Integral arbor underground support construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710570217.XA CN107182699B (en) | 2017-07-13 | 2017-07-13 | Integral arbor underground support construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107182699A true CN107182699A (en) | 2017-09-22 |
| CN107182699B CN107182699B (en) | 2020-12-22 |
Family
ID=59883663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710570217.XA Active CN107182699B (en) | 2017-07-13 | 2017-07-13 | Integral arbor underground support construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107182699B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108184537A (en) * | 2018-01-30 | 2018-06-22 | 广州山水怡人园林生态有限公司 | A kind of hidden supporting rack |
| CN109328968A (en) * | 2018-11-07 | 2019-02-15 | 中国林业科学研究院林业新技术研究所 | A kind of nursery stock excavates transplantation method and its transplantation device |
| CN111347819A (en) * | 2020-04-26 | 2020-06-30 | 岩土科技股份有限公司 | Large-scale landscape rockery construction method |
| CN112314303A (en) * | 2020-11-02 | 2021-02-05 | 秀艺(福建)园林工程有限公司 | Basement roof cinnamomum camphora planting method |
| CN112599039A (en) * | 2020-11-23 | 2021-04-02 | 国网山东省电力公司滨州供电公司 | Portable display device for electric power |
| CN113711883A (en) * | 2021-08-16 | 2021-11-30 | 宁波交通工程建设集团有限公司 | Underground lodging-resistant structure for arbor transplantation and construction method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006180796A (en) * | 2004-12-28 | 2006-07-13 | Narimitsu Nagamune | Wooden underground mine-timbering for transplanted wood and timbering method |
| JP2009219432A (en) * | 2008-03-17 | 2009-10-01 | Adachi Trading:Kk | Underground support for tree |
| KR20130036032A (en) * | 2013-03-07 | 2013-04-09 | 조영태 | Below ground tree supporting systems and other supplements |
| CN203120598U (en) * | 2013-02-20 | 2013-08-14 | 胡忠志 | Reinforced distributed type anchoring structure under tree ground |
| CN203435480U (en) * | 2013-02-20 | 2014-02-19 | 胡忠志 | Plane anchoring structure for underground reinforcement of trees |
| CN203942882U (en) * | 2014-07-02 | 2014-11-19 | 江苏东珠景观股份有限公司 | The underground bracing frame of large tree |
| CN204393002U (en) * | 2014-12-26 | 2015-06-17 | 上海聚隆绿化发展有限公司 | Roof greening arbor is planted and uses trunk wind-proof device |
| CN204426192U (en) * | 2014-12-26 | 2015-07-01 | 上海聚隆绿化发展有限公司 | Roof arbor is planted the solid root device of Combined wind resistant |
| CN205249984U (en) * | 2015-08-20 | 2016-05-25 | 广州普邦园林股份有限公司 | Flexible tractive device of arbor |
-
2017
- 2017-07-13 CN CN201710570217.XA patent/CN107182699B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006180796A (en) * | 2004-12-28 | 2006-07-13 | Narimitsu Nagamune | Wooden underground mine-timbering for transplanted wood and timbering method |
| JP2009219432A (en) * | 2008-03-17 | 2009-10-01 | Adachi Trading:Kk | Underground support for tree |
| CN203120598U (en) * | 2013-02-20 | 2013-08-14 | 胡忠志 | Reinforced distributed type anchoring structure under tree ground |
| CN203435480U (en) * | 2013-02-20 | 2014-02-19 | 胡忠志 | Plane anchoring structure for underground reinforcement of trees |
| KR20130036032A (en) * | 2013-03-07 | 2013-04-09 | 조영태 | Below ground tree supporting systems and other supplements |
| CN203942882U (en) * | 2014-07-02 | 2014-11-19 | 江苏东珠景观股份有限公司 | The underground bracing frame of large tree |
| CN204393002U (en) * | 2014-12-26 | 2015-06-17 | 上海聚隆绿化发展有限公司 | Roof greening arbor is planted and uses trunk wind-proof device |
| CN204426192U (en) * | 2014-12-26 | 2015-07-01 | 上海聚隆绿化发展有限公司 | Roof arbor is planted the solid root device of Combined wind resistant |
| CN205249984U (en) * | 2015-08-20 | 2016-05-25 | 广州普邦园林股份有限公司 | Flexible tractive device of arbor |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108184537A (en) * | 2018-01-30 | 2018-06-22 | 广州山水怡人园林生态有限公司 | A kind of hidden supporting rack |
| CN109328968A (en) * | 2018-11-07 | 2019-02-15 | 中国林业科学研究院林业新技术研究所 | A kind of nursery stock excavates transplantation method and its transplantation device |
| CN111347819A (en) * | 2020-04-26 | 2020-06-30 | 岩土科技股份有限公司 | Large-scale landscape rockery construction method |
| CN112314303A (en) * | 2020-11-02 | 2021-02-05 | 秀艺(福建)园林工程有限公司 | Basement roof cinnamomum camphora planting method |
| CN112314303B (en) * | 2020-11-02 | 2022-09-16 | 秀艺(福建)园林工程有限公司 | Basement roof cinnamomum camphora planting method |
| CN112599039A (en) * | 2020-11-23 | 2021-04-02 | 国网山东省电力公司滨州供电公司 | Portable display device for electric power |
| CN113711883A (en) * | 2021-08-16 | 2021-11-30 | 宁波交通工程建设集团有限公司 | Underground lodging-resistant structure for arbor transplantation and construction method |
| CN113711883B (en) * | 2021-08-16 | 2022-12-02 | 宁波交通工程建设集团有限公司 | Underground lodging-resistant structure for arbor transplantation and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107182699B (en) | 2020-12-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107182699A (en) | Monoblock type arbor ground prop construction | |
| CN102870646A (en) | Method for transplanting ancient ginkgoes | |
| CN104584969B (en) | The roof greening arbor windproof solid method for root of planting | |
| CN103430731B (en) | Method and architectural structure for virescence on rock mountain body | |
| CN112616580B (en) | Spraying and seeding repairing method for loose stone side slope | |
| CN107232003B (en) | Construction method for planting water-resistant arbor in water | |
| CN101999298B (en) | Three-dimensional afforestation method | |
| CN209144836U (en) | A kind of bedrock side slope grass planting structure | |
| CN206016082U (en) | A kind of light load roof garden construction | |
| CN109837916A (en) | The wooden sash side slope ecological renovation method of assemble type | |
| CN109487776A (en) | A kind of restoration of the ecosystem structure for mining area and the restorative procedure for reducing soil erosion | |
| Wojciechowska | Building with Earth | |
| CN201746812U (en) | Ecological revetment-reinforced structure for shoreside trees of wetlands | |
| CN202047535U (en) | Microtopographic structure for planting trees on roofs | |
| CN100459845C (en) | Invisible garden tree fixing method | |
| CN105064273A (en) | Constructing method for grass planting gabion ecological terrace ridge | |
| CN209652901U (en) | A kind of restoration of the ecosystem structure for building stones mining area | |
| CN1776109A (en) | Water plant planting-bed cofferdam and its manufacturing method | |
| CN210094189U (en) | Big tree abrupt slope of oriental cherry structure of planting | |
| CN107034912B (en) | A kind of assembled ecological permeable ladder barricade and construction method | |
| CN206760280U (en) | Trees fixed support is used in one kind greening transplanting | |
| CN112400587A (en) | Large-area bare rock steep slope less-engineering multi-plant ecological restoration method | |
| CN207176730U (en) | A kind of Novel retaining wall wall greening device | |
| CN206923394U (en) | One kind greening transplanting tree fixing device | |
| CN110004951A (en) | A kind of side slope ecological protection structure and its construction method with water accumulating and supplying system |
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 |