CN105802108A - Machine tool foundation built by adopting foaming cement - Google Patents
Machine tool foundation built by adopting foaming cement Download PDFInfo
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- CN105802108A CN105802108A CN201610155220.0A CN201610155220A CN105802108A CN 105802108 A CN105802108 A CN 105802108A CN 201610155220 A CN201610155220 A CN 201610155220A CN 105802108 A CN105802108 A CN 105802108A
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K13/00—Use of mixtures of ingredients not covered by one single of the preceding main groups, each of these compounds being essential
- C08K13/02—Organic and inorganic ingredients
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F283/00—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G
- C08F283/10—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G on to polymers containing more than one epoxy radical per molecule
- C08F283/105—Macromolecular compounds obtained by polymerising monomers on to polymers provided for in subclass C08G on to polymers containing more than one epoxy radical per molecule on to unsaturated polymers containing more than one epoxy radical per molecule
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J9/00—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof
- C08J9/04—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof using blowing gases generated by a previously added blowing agent
- C08J9/06—Working-up of macromolecular substances to porous or cellular articles or materials; After-treatment thereof using blowing gases generated by a previously added blowing agent by a chemical blowing agent
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K3/00—Use of inorganic substances as compounding ingredients
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K5/00—Use of organic ingredients
- C08K5/04—Oxygen-containing compounds
- C08K5/05—Alcohols; Metal alcoholates
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J2351/00—Characterised by the use of graft polymers in which the grafted component is obtained by reactions only involving carbon-to-carbon unsaturated bonds; Derivatives of such polymers
- C08J2351/08—Characterised by the use of graft polymers in which the grafted component is obtained by reactions only involving carbon-to-carbon unsaturated bonds; Derivatives of such polymers grafted on to macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K2201/00—Specific properties of additives
- C08K2201/002—Physical properties
- C08K2201/003—Additives being defined by their diameter
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- Chemical & Material Sciences (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Organic Chemistry (AREA)
- General Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
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Abstract
The invention belongs to the field of soft soil foundations and particularly provides a machine tool foundation built by adopting foaming cement.The foaming cement is prepared from, by weight, 10-20 parts of double-bond epoxy resin, 10-20 parts of 1,4,5,8-naphthalene tetracarboxylic acid, 5-10 parts of olefin with a benzene ring, 1-4 parts of an anti-aging agent, 10-15 parts of iron ore slag, 1-3 parts of zinc ore slag, 20-30 parts of ethanol and 3-10 parts of a catalyst, wherein the olefin with the benzene ring is a C10H10 compound containing one benzene ring and two double bonds.The machine tool foundation can be directly built on soft soil, and the construction quantity and the manpower costs can be reduced.
Description
Technical field
The invention belongs to soft soil foundation field, a kind of lathe ground using foam cement to build.
Background technology
Heavy machine tool is widely used in fields such as the machinery of China, space flight, national defence, the energy, is China's equipment
The product that manufacturing industry is representative.But, one of subject matter that domestic heavy machine tool presently, there are is precisely due to heavy machine
The huge quality of bed volume is very big, and ground is difficult to meet the requirement of lathe load-bearing, and the ground in especially a lot of areas is the softest, in order to make
Obtaining heavy machine tool at work can be steady, generally requires and ground is carried out consolidation process, such as Chinese patent CN103469783A
" a kind of soft soil foundation reinforcing method ", described reinforcement means uses weak soil compacting equipment, and described weak soil compacting equipment includes: nip drum
Machine and two set rail pressure devices；Described reinforcement means comprises the steps: first to determine a drafts of soft soil foundation；Arrange
Four basic points regularly；Described nip drum machine is arranged on compacting initial position；Make the front stretching of described two set rail pressure devices respectively
Mechanism and rear telescoping mechanism alternating movement, described nip drum machine seesaws accordingly, thus is compacted described soft soil foundation,
Until actual drafts meets the requirement of overall reduction.And for example Chinese patent CN1957143A " reinforcement means of soft soil foundation ",
In the inside of the ground of consolidated subsoil periphery, vertical drainage part is set, forms vertical row supply passageway, supply in this vertical row
The inside of path, pours into the water with sealing part, by above-mentioned vertical supply passageway, is supplied to the water with sealing part reinforce
The inside of the ground of ground periphery, the sealing part being circulated in above-mentioned vertical supply passageway is spread in vertical confession with current
To the periphery of path, forming sealing region, its effect is: the sealing region formed by sealing part hinders consolidated subsoil periphery
The movement of subsoil water of inside of ground, the consolidated subsoil periphery of the forced drainage of the subsoil water along with consolidated subsoil can be suppressed
The decline of the subsoil water of the inside of the ground in portion, can suppress the consolidated subsoil periphery of the reinforcing with soft soil foundation effectively
The sedimentation of ground.
Said method is all to be compacted soft soil foundation or the firm ground of drain reinforcing method foundation, and it is great in constructing amount,
Program is complex, and labour cost is higher, and the ground set up can not antidetonation resistance to compression, service life is short.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of lathe ground using foam cement to build, and it can be straight
Connect and act on weak soil and carry out on the ground the foundation of lathe ground, reduce construction volume and human cost.
For realizing above-mentioned technical purpose, the technical scheme that the present invention takes is, a kind of lathe using foam cement to build
Ground, described foam cement includes each material of following weight portion:
Unsatured epoxy resin 10-20 part,
1,4,5,8-naphthalenetetracarbacidic acidic 10-20 part,
With alkene 5-10 part of phenyl ring,
Age resister 1-4 part,
Iron-ore Slag 10-15 part,
Zinc ore slag 1-3 part,
Ethanol 20-30 part,
Catalyst 3-10 part,
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
As the preferred technical scheme of the present invention, the alkene with phenyl ring is preferably:、、、Or。
As the preferred technical scheme of the present invention, also include dispersant 3-8 part.
As the preferred technical scheme of the present invention, described catalyst is heteropoly acid, the sodium salt of heteropoly acid, or aluminum phosphate
Molecular sieve.
As the preferred technical scheme of the present invention, described heteropoly acid is preferably phosphorus heteropoly tungstic acid, silicotungstic heteropolyacid or silicon
Molybdenum heteropolyacid.
As the preferred technical scheme of the present invention, Iron-ore Slag particle size is 3-5mm.
As the preferred technical scheme of the present invention, zinc ore solid impurity particle a size of 0.1-1mm.
As the preferred technical scheme of the present invention, lathe ground be use by unsatured epoxy resin, 1,4,5,8-naphthalene
Tetracarboxylic acid, with the alkene of phenyl ring, age resister, Iron-ore Slag, zinc ore slag, ethanol and catalyst mix preparation.
Beneficial effect
Prepared cement is the Iron-ore Slag being dispersed with high rigidity in polar organic matter so that honeycombed cement has high intensity,
Simultaneously Iron-ore Slag meeting 1,4,5,8-naphthalenetetracarbacidic acidic displacement reaction can be occurred to generate hydrogen under the effect of catalyst again, it is achieved cement
Self-heating produces gas, and then makes the even pore distribution of prepared honeycombed cement；And equally distributed loose structure
There is high intensity and water absorption；Meanwhile, unsatured epoxy resin with there is energy under the effect of catalyst with the alkene of phenyl ring
Sudden reaction occurring, forms the combination chain simultaneously containing rigid chain with flexible chain, inorganic solid particles thing can be merged by combination chain
Together；
And in order to avoid when building lot honeycombed cement absorb too much moisture and cause the corrosion of foundation pile, the present invention adds zinc
Slag because zinc ore slag under mildly acidic conditions can with ferrum class material generation chemical reaction, and then can to the ferrum within cement and
Irony foundation pile carries out corrosion resistance protection, improves the service life of cement and foundation pile.
Detailed description of the invention
Purpose and technical scheme for making the embodiment of the present invention are clearer, below in conjunction with the embodiment of the present invention to this
Bright technical scheme is clearly and completely described.Obviously, described embodiment is a part of embodiment of the present invention, and
It is not all, of embodiment.Based on described embodiments of the invention, those of ordinary skill in the art are without creative labor
The every other embodiment obtained on the premise of Dong, broadly falls into the scope of protection of the invention.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, and all terms used herein (include technology art
Language and scientific terminology) have with the those of ordinary skill in art of the present invention be commonly understood by identical meaning.Also should
Being understood by, those terms defined in such as general dictionary should be understood that the meaning having with the context of prior art
The meaning that justice is consistent, and unless defined as here, will not explain by idealization or the most formal implication.
Use foam cement build lathe ground, be specially by unsatured epoxy resin, 1,4,5,8-naphthalenetetracarbacidic acidic, band
Having the alkene of phenyl ring, age resister, Iron-ore Slag, zinc ore slag, ethanol and catalyst mix preparation.
Embodiment 1
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 10 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 20 parts,
With 5 parts of the alkene of phenyl ring,
Age resister 4 parts,
Iron-ore Slag 10 parts,
Zinc ore slag 3 parts,
Ethanol 20 parts,
Catalyst 10 parts,
Dispersant 8 parts.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described catalyst is phosphorus heteropoly tungstic acid.
Iron-ore Slag particle size is 3mm.
Zinc ore solid impurity particle a size of 0.1mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 289kpa.
Embodiment 2
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 20 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 10 parts,
With 10 parts of the alkene of phenyl ring,
Age resister 1 part,
Iron-ore Slag 15 parts,
Zinc ore slag 1 part,
Ethanol 30 parts,
Heteropoly acid, the sodium salt of heteropoly acid, or aluminium phosphate molecular sieve 3 parts,
Dispersant 3-8 part.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described heteropoly acid is silicotungstic heteropolyacid.
Iron-ore Slag particle size is 5mm.
Zinc ore solid impurity particle a size of 01mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 180kpa.
Embodiment 3
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 15 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 15 parts,
With 6 parts of the alkene of phenyl ring,
Age resister 2 parts,
Iron-ore Slag 12 parts,
Zinc ore slag 2 parts,
Ethanol 25 parts,
Catalyst 5 parts,
Heteropoly acid, the sodium salt of heteropoly acid, or aluminium phosphate molecular sieve 3-8 part.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described catalyst is silicon-molybdenum heteropoly acid.
Iron-ore Slag particle size is 4mm.
Zinc ore solid impurity particle a size of 0.7mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 279kpa.
Embodiment 4
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 18 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 18 parts,
With 8 parts of the alkene of phenyl ring,
Age resister 3 parts,
Iron-ore Slag 14 parts,
Zinc ore slag 2 parts,
Ethanol 25 parts,
Catalyst 7 parts,
Dispersant 6 parts.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
Alkene with phenyl ring is preferably in the present embodiment:。
Described catalyst is phosphorus heteropoly tungstic acid sodium.
Iron-ore Slag particle size is 4mm.
Zinc ore solid impurity particle a size of 0.5mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 267kpa.
Embodiment 5
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 15 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 18 parts,
With 9 parts of the alkene of phenyl ring,
Age resister 2 parts,
Iron-ore Slag 14 parts,
Zinc ore slag 2 parts,
Ethanol 27 parts,
Catalyst 4 parts,
Dispersant 8 parts.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described catalyst is aluminium phosphate molecular sieve.
Iron-ore Slag particle size is 5mm.
Zinc ore solid impurity particle a size of 0.9mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 276kpa.
Embodiment 6
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 13 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 13 parts,
With 7 parts of the alkene of phenyl ring,
Age resister 2 parts,
Iron-ore Slag 14 parts,
Zinc ore slag 2 parts,
Ethanol 27 parts,
Catalyst 7 parts,
Dispersant 3-8 part.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described catalyst is silicotungstic heteropolyacid sodium.
Iron-ore Slag particle size is 3mm.
Zinc ore solid impurity particle a size of 0.1mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 290kpa.
Embodiment 7
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 11 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 11 parts,
With 6 parts of the alkene of phenyl ring,
Age resister 2 parts,
Iron-ore Slag 14 parts,
Zinc ore slag 2 parts,
Ethanol 27 parts,
Catalyst 7 parts,
Dispersant 3 parts.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is preferably:。
Described catalyst is aluminium phosphate molecular sieve.
Iron-ore Slag particle size is 3mm.
Zinc ore solid impurity particle a size of 1mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 286kpa.
Embodiment 8
Foam cement, including each material of following weight portion:
Unsatured epoxy resin 19 parts,
1,4,5,8-naphthalenetetracarbacidic acidic 19 parts,
With 9 parts of the alkene of phenyl ring,
Age resister 2 parts,
Iron-ore Slag 14 parts,
Zinc ore slag 1 part,
Ethanol 28 parts,
Catalyst 7 parts,
Dispersant 7 parts.
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
In the present embodiment, the alkene with phenyl ring is:。
Described catalyst is phosphorus heteropoly tungstic acid potassium.
Iron-ore Slag particle size is 6mm.
Zinc ore solid impurity particle a size of 2mm.
Implementation result
The comprcssive strength that the foam cement ground built up can bear is 190kpa.
These are only embodiments of the present invention, it describes more concrete and in detail, but can not therefore and be interpreted as right
The restriction of the scope of the claims of the present invention.It should be pointed out that, for the person of ordinary skill of the art, without departing from the present invention
On the premise of design, it is also possible to make some deformation and improvement, these belong to protection scope of the present invention.
Claims (8)
1. the lathe ground that a kind uses foam cement to build, it is characterised in that: described foam cement includes following weight portion
Each material:
Unsatured epoxy resin 10-20 part,
1,4,5,8-naphthalenetetracarbacidic acidic 10-20 part,
With alkene 5-10 part of phenyl ring,
Age resister 1-4 part,
Iron-ore Slag 10-15 part,
Zinc ore slag 1-3 part,
Ethanol 20-30 part,
Catalyst 3-10 part,
Wherein, the alkene with phenyl ring is the C10H10 compound containing two double bonds of a phenyl ring.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that with the alkene of phenyl ring
It is preferably:、、、Or。
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that also include dispersion
Agent 3-8 part.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that described catalyst
For heteropoly acid, the sodium salt of heteropoly acid, or aluminium phosphate molecular sieve.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that described heteropoly acid
It is preferably phosphorus heteropoly tungstic acid, silicotungstic heteropolyacid or silicon-molybdenum heteropoly acid.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that Iron-ore Slag granule
A size of 3-5mm.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that zinc ore solid impurity particle
A size of 0.1-1mm.
A kind of lathe ground using foam cement to build the most according to claim 1, it is characterised in that lathe ground is
Use unsatured epoxy resin, 1,4,5,8-naphthalenetetracarbacidic acidic, with the alkene of phenyl ring, age resister, Iron-ore Slag, zinc ore slag,
Ethanol and catalyst mix preparation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610155220.0A CN105802108B (en) | 2016-03-18 | 2016-03-18 | A kind of lathe ground built using foam cement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610155220.0A CN105802108B (en) | 2016-03-18 | 2016-03-18 | A kind of lathe ground built using foam cement |
Publications (2)
| Publication Number | Publication Date |
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| CN105802108A true CN105802108A (en) | 2016-07-27 |
| CN105802108B CN105802108B (en) | 2018-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101870138A (en) * | 2010-06-12 | 2010-10-27 | 王�琦 | Preparation method for manufacturing building board by utilizing mine tailing residue |
| CN102745955A (en) * | 2011-09-21 | 2012-10-24 | 江苏尼高科技有限公司 | Preparation process for three-dimensional mesh cloth foaming cement composite material |
| CN102807385A (en) * | 2012-07-19 | 2012-12-05 | 江苏科技大学 | Cement-based waterborne epoxy resin foam heat insulation material and preparation method thereof |
| CN103288470A (en) * | 2012-02-24 | 2013-09-11 | 江苏尼高科技有限公司 | Foamed cement composite material with honeycomb structure and preparation method thereof |
| CN103964792A (en) * | 2014-04-16 | 2014-08-06 | 徐琪 | Preparation method for resin/ cement composite light weight board |
-
2016
- 2016-03-18 CN CN201610155220.0A patent/CN105802108B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101870138A (en) * | 2010-06-12 | 2010-10-27 | 王�琦 | Preparation method for manufacturing building board by utilizing mine tailing residue |
| CN102745955A (en) * | 2011-09-21 | 2012-10-24 | 江苏尼高科技有限公司 | Preparation process for three-dimensional mesh cloth foaming cement composite material |
| CN103288470A (en) * | 2012-02-24 | 2013-09-11 | 江苏尼高科技有限公司 | Foamed cement composite material with honeycomb structure and preparation method thereof |
| CN102807385A (en) * | 2012-07-19 | 2012-12-05 | 江苏科技大学 | Cement-based waterborne epoxy resin foam heat insulation material and preparation method thereof |
| CN103964792A (en) * | 2014-04-16 | 2014-08-06 | 徐琪 | Preparation method for resin/ cement composite light weight board |
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| CN105802108B (en) | 2018-09-07 |
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Effective date of registration: 20180727 Address after: 312500 Yuyuan village, Yulin street, Xinchang County, Shaoxing, Zhejiang 565 Applicant after: XINCHANG YULIN STREET DAKANG MACHINERY FACTORY Address before: 215000 Suzhou hi tech Zone Xiangyang Road, Suzhou, Jiangsu Province Applicant before: SUZHOU YASIKE PRECISION NUMERICAL CONTROL CO., LTD. |
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Effective date of registration: 20191205 Address after: 314200 in the sanitary ware City, Xindai Industrial Park, Pinghu City, Jiaxing City, Zhejiang Province Patentee after: JIAXING CITY ST. LOUIS SANITARY WARE CO., LTD. Address before: The streets of Zhejiang province 312500 Ao Yuan village, Shaoxing city Xinchang County habayashi No. 565 Patentee before: XINCHANG YULIN STREET DAKANG MACHINERY FACTORY |
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Granted publication date: 20180907 Termination date: 20210318 |