CN110862253A - Landscape pool construction method - Google Patents
Landscape pool construction method Download PDFInfo
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- CN110862253A CN110862253A CN201911235478.1A CN201911235478A CN110862253A CN 110862253 A CN110862253 A CN 110862253A CN 201911235478 A CN201911235478 A CN 201911235478A CN 110862253 A CN110862253 A CN 110862253A
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- 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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/103—Naturals or landscape retention bodies, e.g. ponds
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- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
Abstract
The invention relates to the technical field of landscape pool construction, in particular to a garden landscape pool construction method, which comprises the following steps: s1, excavating a foundation pit; s2, building a pouring template; s3, adopting cement mortar to pour the pool wall and the pool bottom; the cement mortar comprises the following components in parts by weight: 100 parts of Portland cement; 500 portions and 550 portions of fine aggregate; 100-150 parts of fumed silica; 15-20 parts of polyphenyl methylsiloxane; 3-5 parts of tribenzyl silicon; 90-110 parts of water. The invention has the effects of no need of laying a waterproof layer, reduction of construction steps, improvement of construction efficiency and convenience in construction.
Description
Technical Field
The invention relates to the technical field of landscape pool construction, in particular to a garden landscape pool construction method.
Background
At present in gardens for pleasing to the eye and the demand that supplies water, retaining, often be provided with the view pond among the landscape, through the view pond can make landscape have the afforestation the water source in addition, whole sight preferred, can also play better retaining effect simultaneously, effectively collect the rainwater, reduce the water wasting of resources.
When the existing garden landscape pool is constructed, a foundation pit is usually dug first, a waterproof layer is laid on the inner wall of the foundation pit, and then concrete is poured, so that water in the landscape pool is not easy to permeate into the ground and run off, and the waste of water resources is reduced.
The above prior art solutions have the following drawbacks: during construction, a waterproof layer needs to be laid on the inner wall of the foundation pit, then the waterproof layer is stably adhered to the rear part inside the foundation pit, concrete can be poured, construction steps are complex, and therefore space is improved.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a garden landscape pool construction method.
The above object of the present invention is achieved by the following technical solutions:
a garden landscape pool construction method comprises the following steps:
s1, excavating a foundation pit;
s2, building a pouring template;
s3, adopting cement mortar to pour the pool wall and the pool bottom;
the cement mortar comprises the following components in parts by weight:
100 parts of Portland cement;
500 portions and 550 portions of fine aggregate;
100-150 parts of fumed silica;
15-20 parts of polyphenyl methylsiloxane;
3-5 parts of tribenzyl silicon;
90-110 parts of water.
By adopting the technical scheme, the gas-phase silicon dioxide is added into the cement mortar, so that gaps among the fine aggregates are filled with the gas-phase silicon dioxide, gaps in the structure after the cement mortar is solidified are reduced, the wall and the bottom of the landscape pool have good anti-permeability capability, a waterproof layer is not required to be laid, construction steps are reduced, the construction efficiency is improved, and the construction is more convenient;
the gas-phase silicon dioxide is added into the cement mortar, so that the cement mortar has better fluidity when receiving external force, is easy to tamp after pouring, is easy to trowel the pool bottom, and is difficult to flow under the action of gravity only, so that the pool bottom is difficult to deform after trowel, and the landscape pool has better quality;
by adding polyphenyl methyl siloxane and tribenzyl silicon into cement mortar and matching according to a specific proportion, the impermeability of the cured cement mortar is greatly improved, the landscape pool is not easy to leak, and the waste of water resources is reduced.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
6-9 parts of granite powder;
7-10 parts of basalt powder;
5-8 parts of zircon powder.
By adopting the technical scheme, the granite powder, the basalt powder and the zircon powder are added into the cement mortar and are matched in a specific proportion, so that the compressive strength of the side wall and the bottom wall of the landscape pool is effectively improved, and when the landscape pool is filled with water, the pool body is not easily damaged by the pressure of the water body on the pool body, and the landscape pool is stable in structure.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
10-15 parts of glass fiber;
the length of the glass fiber is 3-5 mm.
By adopting the technical scheme, the glass fiber is added into the cement mortar, so that the cement mortar has better anti-cracking performance, the wall and the bottom of the landscape pool are not easy to crack, and the structural stability is better.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
and 12-15 parts of adamantanone.
By adopting the technical scheme, the anti-freezing capacity of the cement mortar is improved by adding the adamantanone into the cement mortar, so that the cement mortar is more suitable for cold regions, and when a landscape pool is built in the cold regions, the landscape pool is not easy to freeze and crack, the structural stability is better, and the applicability is wider.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
1-2 parts of tetraphenylporphyrin.
By adopting the technical scheme, the tetraphenylporphyrin is added into the cement mortar, so that the anti-freezing performance effect of the adamantanone modified cement mortar is effectively improved, and the applicability of the cement mortar is wider.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
0.5-1.5 parts of zinc protoporphyrin.
By adopting the technical scheme, the zinc protoporphyrin and the tetraphenylporphyrin are added and matched in a specific ratio, so that the anti-freezing performance effect of the adamantanone modified cement mortar is improved more effectively, and the landscape pool prepared by the cement mortar can keep good stability in a cold area with lower temperature.
The present invention in a preferred example may be further configured to: the cement mortar also comprises the following components in parts by mass:
6-9 parts of granite powder;
7-10 parts of basalt powder;
5-8 parts of zircon powder;
10-15 parts of glass fiber;
12-15 parts of adamantanone;
1-2 parts of tetraphenylporphyrin;
0.5-1.5 parts of zinc protoporphyrin;
the length of the glass fiber is 3-5 mm.
By adopting the technical scheme, the landscape pool prepared by cement mortar has better impermeability, pressure resistance, cracking resistance and frost resistance, better stability of the whole structure and better quality.
The present invention in a preferred example may be further configured to: the preparation method of the cement mortar comprises the following steps:
s01, mixing portland cement and water, and uniformly stirring to form cement slurry;
s02, adding polyphenyl methyl siloxane and tribenzyl silicon into cement slurry, and uniformly stirring to form a premix;
s03, adding fumed silica into the premix, and uniformly stirring to form a fine mixture;
and S04, adding fine aggregates into the fine mixture, and uniformly stirring to form cement mortar.
By adopting the technical scheme, the cement mortar, the polyphenyl methylsiloxane and the tribenzyl silicon are uniformly stirred, the fumed silica is added, and the coarse aggregate is added at last, so that the raw materials are uniformly dispersed, and the prepared cement mortar is high in quality.
The present invention in a preferred example may be further configured to: granite powder, basalt powder, zircon powder, glass fiber, adamantanone, tetraphenylporphyrin, zinc protoporphyrin and the length of the glass fiber is 3-5mm are also added in the step S02.
By adopting the technical scheme, the cement mortar has multiple better performances, better structural stability and better quality after being cured.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the gas-phase silicon dioxide is added into the cement mortar, so that gaps among the fine aggregates are filled with the gas-phase silicon dioxide, gaps in the structure after the cement mortar is solidified are reduced, the wall and the bottom of the landscape pool have good anti-permeability, a waterproof layer is not required to be laid, construction steps are reduced, the construction efficiency is improved, and the construction is more convenient;
2. the polyphenyl methyl siloxane and the tribenzyl silicon are added into the cement mortar and are matched according to a specific proportion, so that the impermeability of the cured cement mortar is greatly improved, the landscape pool is not easy to leak, and the waste of water resources is reduced;
3. the anti-freezing capacity of the cement mortar is improved by adding the adamantanone into the cement mortar, so that the cement mortar is more suitable for cold regions, and when a landscape pool is built in the cold regions, the landscape pool is not easy to freeze and crack, the structural stability is better, and the applicability is wider.
Drawings
FIG. 1 is a schematic flow diagram of a landscape pool construction method according to the present invention;
FIG. 2 is a schematic flow chart of a method for preparing cement mortar in the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
In the following examples and comparative examples:
the Portland cement is Huarun 325 cement sold by Runhui building materials of Fushan City;
the fine aggregate is river sand sold by Hebei Maolai building materials Co.Ltd;
the water reducing agent is a naphthalene water reducing agent sold by Jinmiao New Material Co.Ltd;
the fumed silica is hydrophobic fumed silica sold by new material company Limited in the chat of Sitaceae;
the polyphenyl methyl siloxane is polyphenyl methyl siloxane sold by Anhui Aiyuta silicone oil company Limited;
the tribenzyl silicon is tribenzyl silicon sold by Shandong-West Asia chemical industry Co., Ltd;
the granite powder is prepared by grinding Chengde green granite sold by Shen stone factory in Chengde county;
the basalt powder is prepared by grinding basalt sold by Shandong Zhanfei building materials GmbH;
the zircon powder is prepared by grinding zircon powder sold by Yanhui mine products trade Limited in Lingshou county;
the glass fiber is sold by China megalithic corporation;
the adamantanone is adamantanone sold by Shanghai leaf Biotechnology limited;
the tetraphenylporphyrin is sold by Shanghai George Biotechnology limited;
the zinc protoporphyrin is sold by Nantong Feiyu Biotechnology Limited.
Example 1
The preparation method of the cement mortar comprises the following steps:
s01, adding 100kg of Portland cement, 90kg of water and 11kg of water reducing agent into a stirring kettle, stirring at the rotating speed of 80r/min for 3min to form cement slurry.
S02, adding 15kg of polyphenyl methyl siloxane and 3kg of tribenzyl silicon into the cement slurry, stirring at the rotating speed of 60r/min for 5min to form a premix.
S03, adding 100kg of fumed silica into the premix, stirring at the rotating speed of 50r/min for 5min to form a fine mixture.
S04, adding 500kg of fine aggregate into the fine mixture, stirring for 8min at the rotating speed of 40r/min to form cement mortar, and continuously stirring at the rotating speed of 20r/min until the cement mortar is used.
Example 2
The preparation method of the cement mortar comprises the following steps:
s01, adding 100kg of Portland cement, 100kg of water and 10kg of water reducing agent into a stirring kettle, stirring at the rotating speed of 80r/min for 3min to form cement slurry.
S02, adding 17.5kg of polyphenyl methyl siloxane and 4kg of tribenzyl silicon into the cement slurry, stirring at the rotating speed of 60r/min for 5min to form a premix.
S03, adding 125kg of fumed silica into the premix, stirring at the rotating speed of 50r/min for 5min to form a fine mixture.
And S04, adding 525kg of fine aggregate into the fine mixture, stirring for 8min at the rotating speed of 40r/min to form cement mortar, and continuously stirring at the rotating speed of 20r/min until the cement mortar is used.
Example 3
The preparation method of the cement mortar comprises the following steps:
s01, adding 100kg of Portland cement, 110kg of water and 9kg of water reducing agent into a stirring kettle, stirring at the rotating speed of 80r/min for 3min to form cement slurry.
S02, adding 20kg of polyphenyl methyl siloxane and 5kg of tribenzyl silicon into the cement slurry, stirring at the rotating speed of 60r/min for 5min to form a premix.
S03, adding 150kg of fumed silica into the premix, stirring at the rotating speed of 50r/min for 5min to form a fine mixture.
S04, adding 550kg of fine aggregate into the fine mixture, stirring for 8min at the rotating speed of 40r/min to form cement mortar, and continuously stirring at the rotating speed of 20r/min until the cement mortar is used.
Example 4
The preparation method of the cement mortar comprises the following steps:
s01, adding 100kg of Portland cement, 100kg of water and 10kg of water reducing agent into a stirring kettle, stirring at the rotating speed of 80r/min for 3min to form cement slurry.
S02, adding 18kg of polyphenyl methyl siloxane and 3kg of tribenzyl silicon into the cement slurry, stirring at the rotating speed of 60r/min for 5min to form a premix.
S03, adding 120kg of fumed silica into the premix, stirring at the rotating speed of 50r/min for 5min to form a fine mixture.
S04, adding 530kg of fine aggregate into the fine mixture, stirring for 8min at the rotating speed of 40r/min to form cement mortar, and continuously stirring at the rotating speed of 20r/min until the cement mortar is used.
Example 5
The difference from example 4 is that:
in step S02, granite powder 6kg, basalt powder 7kg, and zircon powder 5kg are also added.
Example 6
The difference from example 4 is that:
in step S02, granite powder 7.5kg, basalt powder 8.5kg, and zircon powder 6.5kg are also added.
Example 7
The difference from example 4 is that:
in step S02, 9kg of granite powder, 10kg of basalt powder and 8kg of zircon powder are also added.
Example 8
The difference from example 4 is that:
8kg of granite powder, 9kg of basalt powder and 7kg of zircon powder are also added in the step S02.
Example 9
The difference from example 4 is that:
in step S02, 10kg of glass fiber was added.
The glass fiber length was 3 mm.
Example 10
The difference from example 4 is that:
12.5kg of glass fiber was also added in step S02.
The glass fiber length was 4 mm.
Example 11
The difference from example 4 is that:
in step S02, 15kg of glass fiber was added.
The glass fiber length was 5 mm.
Example 12
The difference from example 4 is that:
13kg of glass fiber was also added in step S02.
The glass fiber length was 3 mm.
Example 13
The difference from example 4 is that:
in step S02, 12kg of adamantanone was also added.
Example 14
The difference from example 4 is that:
13.5kg of adamantanone was also added in step S02.
Example 15
The difference from example 4 is that:
15kg of adamantanone was also added in step S02.
Example 16
The difference from example 4 is that:
13kg of adamantanone was also added in step S02.
Example 17
The difference from example 4 is that:
in step S02, 12kg of adamantanone and 1kg of tetraphenylporphyrin were added.
Example 18
The difference from example 4 is that:
13.5kg of adamantanone and 1.5kg of tetraphenylporphyrin were also added in step S02.
Example 19
The difference from example 4 is that:
in step S02, 15kg of adamantanone and 2kg of tetraphenylporphyrin were added.
Example 20
The difference from example 4 is that:
in step S02, 13kg of adamantanone and 1.8kg of tetraphenylporphyrin were added.
Example 21
The difference from example 4 is that:
in step S02, adamantanone 12kg, tetraphenylporphyrin 1kg, and zinc protoporphyrin 0.5kg were added.
Example 22
The difference from example 4 is that:
13.5kg of adamantanone, 1.5kg of tetraphenylporphyrin and 1kg of zinc protoporphyrin were also added in step S02.
Example 23
The difference from example 4 is that:
in step S02, 15kg of adamantanone, 2kg of tetraphenylporphyrin and 1.5kg of zinc protoporphyrin were added.
Example 24
The difference from example 4 is that:
in step S02, 13kg of adamantanone, 1.8kg of tetraphenylporphyrin and 0.8kg of zinc protoporphyrin were added.
Example 25
The difference from example 4 is that:
in step S02, granite powder 6kg, basalt powder 7kg, zircon powder 5kg, glass fiber 10kg, adamantanone 12kg, tetraphenylporphyrin 1kg, and zinc protoporphyrin 0.5kg are added.
Example 26
The difference from example 4 is that:
in step S02, granite powder 7.5kg, basalt powder 8.5kg, zircon powder 6.5kg, glass fiber 12.5kg, adamantanone 13.5kg, tetraphenylporphyrin 1.5kg, and zinc protoporphyrin 1kg are also added.
Example 27
The difference from example 4 is that:
in step S02, 9kg of granite powder, 10kg of basalt powder, 8kg of zircon powder, 15kg of glass fiber, 15kg of adamantanone, 2kg of tetraphenylporphyrin and 1.5kg of zinc protoporphyrin are also added.
Example 28
The difference from example 4 is that:
8kg of granite powder, 9kg of basalt powder, 7kg of zircon powder, 13kg of glass fiber, 13kg of adamantanone, 1.8kg of tetraphenylporphyrin and 0.8kg of zinc protoporphyrin are also added in the step S02.
Example 29
Referring to fig. 1, the invention discloses a landscape architecture pool construction method, which comprises the following steps:
s1, excavating a foundation pit, which comprises the following specific steps:
excavating a foundation pit according to the size of a design drawing, compacting the bottom of the foundation pit through a road roller, and tamping the side wall of the foundation pit;
s2, building a pouring template, which comprises the following steps:
and building a pool wall pouring template in the foundation pit according to the thickness requirement of the pool wall.
S3, adopting cement mortar to pour the pool wall and the pool bottom, and specifically comprising the following steps:
pouring the pool wall, after curing for 72h, detaching the pouring template, then pouring the pool bottom, floating and standing for 24h, then covering the surface of the pool bottom with cotton quilt, maintaining for 48h, and taking away the cotton quilt, thus finishing the construction.
Example of cement mortar used in this embodiment
In other embodiments, the cement mortar can also adopt embodiment 1-
In other embodiments, the water inlet pipe, the water outlet pipe, the reinforcing mesh and the like can be pre-buried when the pool wall and the pool bottom are poured according to design requirements.
Comparative example 1
The difference from example 4 is that:
in step S02, no polyphenylmethylsiloxane is added.
Comparative example 2
The difference from example 4 is that:
silicon tribenzyl is not added in step S02.
Comparative example 3
The difference from example 4 is that:
in step S02, granite powder 9kg was also added.
Comparative example 4
The difference from example 4 is that:
in step S02, 10kg of basalt powder was also added.
Comparative example 5
The difference from example 4 is that:
8kg of zircon powder is also added in step S02.
Experiment 1
The samples prepared from the ready-mixed concrete of examples 1 to 8 and comparative examples 1 to 10 were tested for crack index according to GB/T29417-2012 test method for the drying shrinkage cracking performance of Cement mortar and concrete.
Experiment 2
The 7d compressive strength (MPa) and 28d compressive strength (MPa) of the samples prepared from the ready-mixed concretes of examples 1 to 8 and comparative examples 1 to 10 were examined according to the compressive strength test in GB/T50081-2002 Standard for testing mechanical Properties of ordinary concrete.
Experiment 3
The samples prepared from the ready-mixed concrete of examples 1 to 8 and comparative examples 1 to 10 were tested for their impermeability and frost resistance in accordance with the water penetration resistance test in GB/T50082-2009 Standard test methods for Long-term Performance and durability of ordinary concrete.
The specific experimental data are shown in Table 1
TABLE 1
According to the comparison of the data of comparative example 1 and example 4 in table 1, polyphenyl methyl siloxane is added into cement mortar, so that the impermeability grade of the sample prepared by cement mortar can be effectively improved, the landscape pool prepared by cement mortar has a good impermeability effect, and is not easy to leak, thereby reducing the waste of water resources.
According to the comparison of the data of comparative example 2 and example 4 in table 1, the addition of tribenzyl silicon into cement mortar effectively improves the impermeability of polyphenyl methyl siloxane modified cement mortar, so that the prepared landscape pool has stronger impermeability, is less prone to leakage, and better reduces water resource waste.
According to the comparison of the data of comparative examples 3-5, examples 5-8 and example 4 in table 1, the granite powder, basalt powder and zircon powder are added into cement mortar separately, so that the compressive strength of the sample prepared from the cement mortar can be improved to a certain extent, and when the granite powder, basalt powder and zircon powder are added simultaneously and are matched in a specific ratio, the effect of improving the compressive strength of the sample prepared from the cement mortar is better, and the structural stability of the landscape pool is effectively improved.
According to the comparison of the data of the examples 9-12 and the example 4 in the table 1, the glass fiber is added into the cement mortar, so that the cracking resistance of the sample prepared by the cement mortar is effectively improved, the landscape pool is not easy to crack, and the structural stability is better.
According to the comparison of the data of the examples 13-16 and the example 4 in the table 1, the addition of the adamantanone to the cement mortar effectively improves the frost resistance grade of the sample prepared by the cement mortar, so that the cement mortar is better suitable for cold regions, and the applicability of the cement mortar and the landscape pool is wider.
According to the comparison of the data of the examples 17-20 and the example 4 in the table 1, the tetraphenylporphyrin is added into the cement mortar, so that the anti-freezing performance effect of the adamantanone modified cement mortar is effectively improved, the cement mortar is further suitable for cold regions, and the applicability of the cement mortar and the landscape pool is wider.
According to the comparison of the data of the examples 21-24 and the example 4 in the table 1, the tetraphenylporphyrin and the zinc protoporphyrin are simultaneously added into the cement mortar and are matched according to a specific proportion, so that the anti-freezing performance effect of the adamantanone modified cement mortar is greatly improved, the cement mortar is more suitable for cold regions, and the applicability of the cement mortar and a landscape pool is wider.
According to the comparison of the data of examples 25 to 28 and example 4 in table 1, the cement mortar has better cracking resistance, compression resistance, freezing resistance and impermeability, so that the quality of the cement mortar is higher, and the quality of the prepared landscape pool is better.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. A garden landscape pool construction method is characterized in that: the method comprises the following steps:
s1, excavating a foundation pit;
s2, building a pouring template;
s3, adopting cement mortar to pour the pool wall and the pool bottom;
the cement mortar comprises the following components in parts by weight:
100 parts of Portland cement;
500 portions and 550 portions of fine aggregate;
100-150 parts of fumed silica;
15-20 parts of polyphenyl methylsiloxane;
3-5 parts of tribenzyl silicon;
90-110 parts of water.
2. The landscape architecture pond construction method of claim 1, wherein: the cement mortar also comprises the following components in parts by mass:
6-9 parts of granite powder;
7-10 parts of basalt powder;
5-8 parts of zircon powder.
3. The landscape architecture pond construction method of claim 1, wherein: the cement mortar also comprises the following components in parts by mass:
10-15 parts of glass fiber;
the length of the glass fiber is 3-5 mm.
4. The landscape architecture pond construction method of claim 1, wherein: the cement mortar also comprises the following components in parts by mass:
and 12-15 parts of adamantanone.
5. The landscape architecture pond construction method of claim 4, wherein: the cement mortar also comprises the following components in parts by mass:
1-2 parts of tetraphenylporphyrin.
6. The landscape architecture pond construction method of claim 5, wherein: the cement mortar also comprises the following components in parts by mass:
0.5-1.5 parts of zinc protoporphyrin.
7. The landscape architecture pond construction method of claim 1, wherein: the cement mortar also comprises the following components in parts by mass:
6-9 parts of granite powder;
7-10 parts of basalt powder;
5-8 parts of zircon powder;
10-15 parts of glass fiber;
12-15 parts of adamantanone;
1-2 parts of tetraphenylporphyrin;
0.5-1.5 parts of zinc protoporphyrin;
the length of the glass fiber is 3-5 mm.
8. The landscape architecture pond construction method of claim 1, wherein: the preparation method of the cement mortar comprises the following steps:
s01, mixing portland cement and water, and uniformly stirring to form cement slurry;
s02, adding polyphenyl methyl siloxane and tribenzyl silicon into cement slurry, and uniformly stirring to form a premix;
s03, adding fumed silica into the premix, and uniformly stirring to form a fine mixture;
and S04, adding fine aggregates into the fine mixture, and uniformly stirring to form cement mortar.
9. The landscape architecture pond construction method of claim 2, wherein: granite powder, basalt powder, zircon powder, glass fiber, adamantanone, tetraphenylporphyrin, zinc protoporphyrin and the length of the glass fiber is 3-5mm are also added in the step S02.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111411679A (en) * | 2020-04-22 | 2020-07-14 | 广东天濠建设工程有限公司 | Municipal drainage pipeline construction process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3469468B2 (en) * | 1998-07-03 | 2003-11-25 | 彰男 逸見 | Porphyrin iron type artificial zeolite mixed concrete structure for multi-natural type construction method |
| CN107382220A (en) * | 2017-09-06 | 2017-11-24 | 陈毅忠 | A kind of frost-resistant concrete |
| CN110451890A (en) * | 2019-08-27 | 2019-11-15 | 广东粤腾建设有限公司 | The impervious leakage-proof construction method of secondary structure |
| CN110469189A (en) * | 2019-09-12 | 2019-11-19 | 广州搏弈园林绿化有限公司 | Gardens stone walling construction method |
| CN110528350A (en) * | 2019-08-28 | 2019-12-03 | 广东万标建设工程有限公司 | Municipal road construction method |
-
2019
- 2019-12-05 CN CN201911235478.1A patent/CN110862253A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3469468B2 (en) * | 1998-07-03 | 2003-11-25 | 彰男 逸見 | Porphyrin iron type artificial zeolite mixed concrete structure for multi-natural type construction method |
| CN107382220A (en) * | 2017-09-06 | 2017-11-24 | 陈毅忠 | A kind of frost-resistant concrete |
| CN110451890A (en) * | 2019-08-27 | 2019-11-15 | 广东粤腾建设有限公司 | The impervious leakage-proof construction method of secondary structure |
| CN110528350A (en) * | 2019-08-28 | 2019-12-03 | 广东万标建设工程有限公司 | Municipal road construction method |
| CN110469189A (en) * | 2019-09-12 | 2019-11-19 | 广州搏弈园林绿化有限公司 | Gardens stone walling construction method |
Non-Patent Citations (1)
| Title |
|---|
| 王金强: "FKC-1渗透型抗渗剂的性能与抗渗机理", 《住宅科技》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411679A (en) * | 2020-04-22 | 2020-07-14 | 广东天濠建设工程有限公司 | Municipal drainage pipeline construction process |
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