CN105780787A - Bottom column and surface hole type cast-in-place planting concrete, and preparation method and device - Google Patents
Bottom column and surface hole type cast-in-place planting concrete, and preparation method and device Download PDFInfo
- Publication number
- CN105780787A CN105780787A CN201610158057.3A CN201610158057A CN105780787A CN 105780787 A CN105780787 A CN 105780787A CN 201610158057 A CN201610158057 A CN 201610158057A CN 105780787 A CN105780787 A CN 105780787A
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- Prior art keywords
- concrete
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- cast
- foundation
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- 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.)
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Links
- 238000002360 preparation method Methods 0.000 title claims abstract description 11
- 238000010276 construction Methods 0.000 claims abstract description 25
- 239000002689 soil Substances 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 238000003825 pressing Methods 0.000 claims description 8
- 239000000654 additive Substances 0.000 claims description 7
- 230000000996 additive effect Effects 0.000 claims description 7
- 239000003795 chemical substances by application Substances 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000003638 chemical reducing agent Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- PUKLDDOGISCFCP-JSQCKWNTSA-N 21-Deoxycortisone Chemical compound C1CC2=CC(=O)CC[C@]2(C)[C@@H]2[C@@H]1[C@@H]1CC[C@@](C(=O)C)(O)[C@@]1(C)CC2=O PUKLDDOGISCFCP-JSQCKWNTSA-N 0.000 claims description 5
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 5
- 229920002101 Chitin Polymers 0.000 claims description 5
- FCYKAQOGGFGCMD-UHFFFAOYSA-N Fulvic acid Natural products O1C2=CC(O)=C(O)C(C(O)=O)=C2C(=O)C2=C1CC(C)(O)OC2 FCYKAQOGGFGCMD-UHFFFAOYSA-N 0.000 claims description 5
- 229930191978 Gibberellin Natural products 0.000 claims description 5
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 claims description 5
- 239000011575 calcium Substances 0.000 claims description 5
- 229910052791 calcium Inorganic materials 0.000 claims description 5
- 239000003337 fertilizer Substances 0.000 claims description 5
- 239000002509 fulvic acid Substances 0.000 claims description 5
- 229940095100 fulvic acid Drugs 0.000 claims description 5
- IXORZMNAPKEEDV-UHFFFAOYSA-N gibberellic acid GA3 Natural products OC(=O)C1C2(C3)CC(=C)C3(O)CCC2C2(C=CC3O)C1C3(C)C(=O)O2 IXORZMNAPKEEDV-UHFFFAOYSA-N 0.000 claims description 5
- 239000003448 gibberellin Substances 0.000 claims description 5
- 239000000618 nitrogen fertilizer Substances 0.000 claims description 5
- 239000002686 phosphate fertilizer Substances 0.000 claims description 5
- 229940072033 potash Drugs 0.000 claims description 5
- 235000015320 potassium carbonate Nutrition 0.000 claims description 5
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Substances [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 claims description 5
- 229910052761 rare earth metal Inorganic materials 0.000 claims description 5
- 150000002910 rare earth metals Chemical class 0.000 claims description 5
- 150000001413 amino acids Chemical class 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 125000003275 alpha amino acid group Chemical group 0.000 claims 1
- 230000008635 plant growth Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 239000011456 concrete brick Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Cultivation Of Plants (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Abstract
The invention discloses bottom column and surface hole type cast-in-place planting concrete, and a preparation method and device. The bottom column and surface hole type cast-in-place planting concrete comprises concrete columnar bodies which extend into soil of a construction surface, and are 50 mm in diameter and 100 mm in depth; the 9-12 concrete columnar bodies exist in per square meter of the soil of the construction surface; the concrete columnar bodies are connected with a concrete layer covering the surface of the construction surface into a whole; and holes with the diameter being 25 mm and the depth being 60-80 mm and for planting plants are formed in the surface of the concrete layer, and the 120 holes are formed in per square meter. According to the bottom column and surface hole type cast-in-place planting concrete, and the preparation method and device, the product structure is reasonable; the porosity is high; the strength is high; the holes which are uniformly distributed in the surface are quite suitable for growth of plants with thick root systems; and besides, the bottom concrete columnar bodies inserted into the soil are firmly inserted into the soil just like nails so that the phenomena such as concrete sliding can be effectively prevented, and slope protection is firmer.
Description
Technical field
The present invention relates to the preparation method of a kind of foundation cast-in-place green concrete of table pass.
Background technology
Existing concrete brick, block, due to reasons such as structures, be only capable of bank protection effect, but also due to stablize poor, easily goes out
The phenomenon such as now cave in is less useful for the growth of plant, does not have greening function.
Summary of the invention
It is an object of the invention to provide a kind of bank protection and the good foundation cast-in-place green concrete of table pass of afforestation effect and
Preparation method and equipment.
The technical solution of the present invention is:
A kind of foundation cast-in-place green concrete of table pass, is characterized in that: include stretching in construction surface soil, diameter 50mm, deep
The concrete column of 100mm, has 9-12 concrete column, concrete column and covering in every square meter construction surface soil
Concrete layer on construction surface surface links into an integrated entity, and arranges diameter 25mm deeply for the cultivation of 60mm ~ 80mm at concrete surface
The hole of plant, every square metre of described cavity has 120；Described concrete is made up of the component of following weight portion:
400 ~ 500 parts of stone
Cement 100 ~ 200 parts
60 ~ 80 parts of water
Green concrete additive 2-6 part；
Cobble-stone diameter is 5-30mm；
Described green concrete additive is made up of the component of following weight portion:
Water-loss reducer 6-10 part
Nitrogenous fertilizer 3-7 part
Phosphate fertilizer 1-3 part
Potash fertilizer 2-5 part
Calcium activated 1-3 part
Rare earth 2-4 part
Organic 2-4 part
Chitin 4-6 part
Amino acid/11-2 parts
Fulvic acid 0.5-1.5 part
Root-growing agent 1-3 part
Gibberellin 4-6 part
100 parts of water.
Described green concrete additive, is made up of the component of following weight portion:
Water-loss reducer 8 parts
5 parts of nitrogenous fertilizer
2 parts of phosphate fertilizer
3 parts of potash fertilizer
Calcium activated 2 parts
Rare earth 3 parts
Organic 3 parts
Chitin 5 parts
Amino acid/11 .5 part
Fulvic acid 1 part
Root-growing agent 2 parts
Gibberellin 5 parts
100 parts of water.
Concrete column is uniformly distributed；The hole of cultivated plant is uniformly distributed at concrete surface.
The degree of depth of described hole is the 60 ~ 80% of concrete layer thickness.
The bottom of concrete column is circular arc.
The preparation method of a kind of foundation cast-in-place green concrete of table pass, is characterized in that: comprise the following steps:
(1) molding: construction surface is smooth, and make construction surface surface with every square metre have 9 or 12 diameter 50mm, a length of
The swing die of 100mm iron staff carries out domatic compacting shaping, forms the cylindric of every square metre of 9 or 12 50mm × 100mm
Hole；
(2) laying: be laid in construction surface by the concrete being stirred, a part of concrete enters and forms concrete column in hole
Shape body, another part concrete forms the concrete layer covered on construction surface surface and is connected as a single entity with cylindric.
(3) vibration compacting: carry out vibration compacting with on pressing plate with the bobbing machine that many vertical moulds are excellent, form foundation table hole
The cast-in-place green concrete of type.
A kind of equipment preparing the foundation cast-in-place green concrete of table pass, is characterized in that: include body, and underpart is arranged
Pressing plate, pressing plate bottom surface arranges many vertical mould rods.
Product structure of the present invention is reasonable, and porosity is high, and intensity is big, and it is thicker that the equally distributed hole in surface is particularly suitable for root system
Plant growth, and bottom inserts that the concrete column body image nail in earth is the same firmly to be penetrated in soil, can be the most anti-
Only the phenomenon such as the landing of concrete, makes bank protection more firm；It is widely used in domatic bank protection and the greenings such as river course, Jiang Di, reservoir.
Preparation method is simple, easily operates, equipment favorable working performance.
Accompanying drawing explanation
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the molding Construction State schematic diagram of one embodiment of the invention.
Fig. 2 is vibration compacting Construction State schematic diagram.
Detailed description of the invention
A kind of foundation cast-in-place green concrete of table pass, including stretching in construction surface soil, diameter 50mm, deep 100mm
Concrete column, has 9-12 concrete column, concrete column constructing with covering in every square meter construction surface soil
The concrete layer on surface, face links into an integrated entity, and arranges diameter 25mm deeply for the cultivated plant of 60mm ~ 80mm at concrete surface
Hole, every square metre of described cavity has 120；Described concrete is made up of the component of following weight portion:
400 ~ 500 parts of stone (example 400 parts, 450 parts, 500 parts)
Cement 100 ~ 200 parts (example 100 parts, 150 parts, 200 parts)
60 ~ 80 parts of water (example 60 parts, 70 parts, 80 parts)
Green concrete additive 2-6 part (example 2 parts, 4 parts, 6 parts)；
Cobble-stone diameter is 5-30mm(example 5mm, 15mm, 30mm)；
The preparation of green concrete additive: put into the running water of 100 weight portions in a reservoir, then water-loss reducer 5 parts, nitrogenous fertilizer
5 parts, 2 parts of phosphate fertilizer, 3 parts of potash fertilizer, calcium activated 2 parts, rare earth 3 parts, organic 3 parts, chitin 5 parts, amino acid/11 .5 part, fulvic acid 1
Part, root-growing agent 2 parts (blue despot's root-growing agent, has the plants such as acid containing the most natural, can improve root system of plant prosperity), gibberellin 5 parts
Pour into one by one in container and be stirred with mixer, add after water-loss reducer 3 parts is sufficiently stirred for and i.e. complete.
Concrete column is uniformly distributed；The hole of cultivated plant is uniformly distributed at concrete surface.
The degree of depth of described hole is the 60 ~ 80% of concrete layer thickness.
The bottom of concrete column is circular arc.
The preparation method of a kind of foundation cast-in-place green concrete of table pass, comprises the following steps:
(1) molding: construction surface is smooth, and make construction surface surface with every square metre have 9 or 12 diameter 50mm, a length of
The swing die of 100mm iron staff carries out domatic compacting shaping, forms the cylindric of every square metre of 9 or 12 50mm × 100mm
Hole；
(2) laying: be laid in construction surface by the concrete being stirred, a part of concrete enters and forms concrete column in hole
Shape body, another part concrete forms the concrete layer covered on construction surface surface and is connected as a single entity with cylindric.
(3) vibration compacting: carry out vibration compacting with on pressing plate with the bobbing machine that many vertical moulds are excellent, form foundation table hole
The cast-in-place green concrete of type.
A kind of equipment preparing the foundation cast-in-place green concrete of table pass, including body, underpart arranges pressing plate, pressing plate
Bottom surface arranges many vertical mould rods.
Claims (7)
1. the cast-in-place green concrete of foundation table pass, is characterized in that: include stretching in construction surface soil, diameter 50mm, deep
The concrete column of 100mm, has 9-12 concrete column, concrete column and covering in every square meter construction surface soil
Concrete layer on construction surface surface links into an integrated entity, and arranges diameter 25mm deeply for the cultivation of 60mm ~ 80mm at concrete surface
The hole of plant, every square metre of described cavity has 120；Described concrete is made up of the component of following weight portion:
400 ~ 500 parts of stone
Cement 100 ~ 200 parts
60 ~ 80 parts of water
Green concrete additive 2-6 part；
Cobble-stone diameter is 5-30mm；
Described green concrete additive is made up of the component of following weight portion:
Water-loss reducer 6-10 part
Nitrogenous fertilizer 3-7 part
Phosphate fertilizer 1-3 part
Potash fertilizer 2-5 part
Calcium activated 1-3 part
Rare earth 2-4 part
Organic 2-4 part
Chitin 4-6 part
Amino acid/11-2 parts
Fulvic acid 0.5-1.5 part
Root-growing agent 1-3 part
Gibberellin 4-6 part
100 parts of water.
The foundation cast-in-place green concrete of table pass the most according to claim 1, is characterized in that: described green concrete adds
Add agent, be made up of the component of following weight portion:
Water-loss reducer 8 parts
5 parts of nitrogenous fertilizer
2 parts of phosphate fertilizer
3 parts of potash fertilizer
Calcium activated 2 parts
Rare earth 3 parts
Organic 3 parts
Chitin 5 parts
Amino acid/11 .5 part
Fulvic acid 1 part
Root-growing agent 2 parts
Gibberellin 5 parts
100 parts of water.
The foundation cast-in-place green concrete of table pass the most according to claim 1 and 2, is characterized in that: concrete column is equal
Even distribution；The hole of cultivated plant is uniformly distributed at concrete surface.
The foundation cast-in-place green concrete of table pass the most according to claim 1 and 2, is characterized in that: the degree of depth of described hole
For concrete layer thickness 60 ~ 80%.
The foundation cast-in-place green concrete of table pass the most according to claim 1 and 2, is characterized in that: concrete column
Bottom is in circular arc.
6. a preparation method for the foundation cast-in-place green concrete of table pass described in claim 1, is characterized in that: include following
Step:
(1) molding: construction surface is smooth, and make construction surface surface with every square metre have 9 or 12 diameter 50mm, a length of
The swing die of 100mm iron staff carries out domatic compacting shaping, forms the cylindric of every square metre of 9 or 12 50mm × 100mm
Hole；
(2) laying: be laid in construction surface by the concrete being stirred, a part of concrete enters and forms concrete column in hole
Shape body, another part concrete forms the concrete layer covered on construction surface surface and is connected as a single entity with cylindric；
(3) vibration compacting: carry out vibration compacting with on pressing plate with the bobbing machine that many vertical moulds are excellent, form foundation table pass existing
Water green concrete.
7. prepare an equipment for the foundation cast-in-place green concrete of table pass, it is characterized in that: include that body, underpart arrange pressure
Plate, pressing plate bottom surface arranges many vertical mould rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610158057.3A CN105780787A (en) | 2016-03-21 | 2016-03-21 | Bottom column and surface hole type cast-in-place planting concrete, and preparation method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610158057.3A CN105780787A (en) | 2016-03-21 | 2016-03-21 | Bottom column and surface hole type cast-in-place planting concrete, and preparation method and device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105780787A true CN105780787A (en) | 2016-07-20 |
Family
ID=56394018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610158057.3A Pending CN105780787A (en) | 2016-03-21 | 2016-03-21 | Bottom column and surface hole type cast-in-place planting concrete, and preparation method and device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105780787A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193644A (en) * | 2017-11-20 | 2018-06-22 | 广西恒晟水环境治理有限公司 | A kind of anti-current scour can plant raw stepped cast-in-place concrete ecological slope protection structure |
| CN108911636A (en) * | 2018-08-10 | 2018-11-30 | 徐州和合新型建材有限公司 | A kind of concrete |
| CN108911635A (en) * | 2018-08-10 | 2018-11-30 | 徐州和合新型建材有限公司 | A kind of concrete that stretching resistance is strong |
| CN108947399A (en) * | 2018-08-10 | 2018-12-07 | 徐州和合新型建材有限公司 | A kind of concrete conducive to vegetation growth |
| CN109049320A (en) * | 2018-07-11 | 2018-12-21 | 江苏久鼎绿化用混凝土有限公司 | A kind of green concrete concrete structure and preparation method thereof |
| CN109423934A (en) * | 2017-08-28 | 2019-03-05 | 白晓松 | A kind of eco-concrete permeable terrace structure |
| CN110482933A (en) * | 2019-09-10 | 2019-11-22 | 五源(上海)环境工程技术有限公司 | A kind of concrete revetment and its construction method |
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| JP2003105741A (en) * | 2001-10-02 | 2003-04-09 | Tetra Co Ltd | Compound block of porous sintered body and porous concrete |
| CN101475420A (en) * | 2009-01-23 | 2009-07-08 | 深圳市朗钛生物科技有限公司 | Fertilizer water-dispersion granule and preparation thereof |
| CN102587323A (en) * | 2012-03-07 | 2012-07-18 | 李仁� | Bottom-columned surface-hole cast-in-place greening concrete and method and equipment for production thereof |
| CN103866776A (en) * | 2014-04-09 | 2014-06-18 | 湖北工业大学 | Gabion wall ecology slope protection method of construction waste |
| CN105036956A (en) * | 2015-08-05 | 2015-11-11 | 杭州兴润筛网有限公司 | Composite vegetation concrete greening additive |
-
2016
- 2016-03-21 CN CN201610158057.3A patent/CN105780787A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003105741A (en) * | 2001-10-02 | 2003-04-09 | Tetra Co Ltd | Compound block of porous sintered body and porous concrete |
| CN101475420A (en) * | 2009-01-23 | 2009-07-08 | 深圳市朗钛生物科技有限公司 | Fertilizer water-dispersion granule and preparation thereof |
| CN102587323A (en) * | 2012-03-07 | 2012-07-18 | 李仁� | Bottom-columned surface-hole cast-in-place greening concrete and method and equipment for production thereof |
| CN103866776A (en) * | 2014-04-09 | 2014-06-18 | 湖北工业大学 | Gabion wall ecology slope protection method of construction waste |
| CN105036956A (en) * | 2015-08-05 | 2015-11-11 | 杭州兴润筛网有限公司 | Composite vegetation concrete greening additive |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109423934A (en) * | 2017-08-28 | 2019-03-05 | 白晓松 | A kind of eco-concrete permeable terrace structure |
| CN108193644A (en) * | 2017-11-20 | 2018-06-22 | 广西恒晟水环境治理有限公司 | A kind of anti-current scour can plant raw stepped cast-in-place concrete ecological slope protection structure |
| CN109049320A (en) * | 2018-07-11 | 2018-12-21 | 江苏久鼎绿化用混凝土有限公司 | A kind of green concrete concrete structure and preparation method thereof |
| CN108911636A (en) * | 2018-08-10 | 2018-11-30 | 徐州和合新型建材有限公司 | A kind of concrete |
| CN108911635A (en) * | 2018-08-10 | 2018-11-30 | 徐州和合新型建材有限公司 | A kind of concrete that stretching resistance is strong |
| CN108947399A (en) * | 2018-08-10 | 2018-12-07 | 徐州和合新型建材有限公司 | A kind of concrete conducive to vegetation growth |
| CN110482933A (en) * | 2019-09-10 | 2019-11-22 | 五源(上海)环境工程技术有限公司 | A kind of concrete revetment and its construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20161227 Address after: 201208 Shanghai city Pudong New Area New Road No. 333 Applicant after: Shanghai Ding long green concrete Co., Ltd. Address before: 226200 Jiangsu city of Nantong province Qidong City East Village 43, room 104 Applicant before: Li Ren |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160720 |