CN106948357A - Composite foundation base - Google Patents
Composite foundation base Download PDFInfo
- Publication number
- CN106948357A CN106948357A CN201710297252.9A CN201710297252A CN106948357A CN 106948357 A CN106948357 A CN 106948357A CN 201710297252 A CN201710297252 A CN 201710297252A CN 106948357 A CN106948357 A CN 106948357A
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- China
- Prior art keywords
- parts
- pile
- cement rubber
- cement
- isolation system
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D1/00—Coating compositions, e.g. paints, varnishes or lacquers, based on inorganic substances
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D5/00—Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
- C09D5/08—Anti-corrosive paints
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/63—Additives non-macromolecular organic
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Wood Science & Technology (AREA)
- Materials Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Lubricants (AREA)
Abstract
The present invention relates to a kind of foundation, aggressiveness is related to a kind of composite foundation base.Including base plate, Base isolation system and pile tube, backplanes support upper building, cement rubber pile is set below the base plate, the bottom of cement rubber pile is inverted bucking ladder, the upper surface of Base isolation system sets the groove that the bottom with shock insulation stake matches, and rolling steel balls are set between groove and the bottom of shock insulation stake, and the lower section of Base isolation system sets pile tube, the outer surface of the bucking ladder is zigzag, and the outer surface of cement rubber pile is coated with preservative.The beneficial effects of the invention are as follows：The outer surface of bucking ladder is zigzag so that cement rubber pile, steel ball and Base isolation system triplicity it is more firm, be coated with preservative in the outer surface of cement rubber pile, extend the life-span of cement rubber pile, and then extend the service life of building.
Description
Technical field
The present invention relates to a kind of foundation, aggressiveness is related to a kind of composite foundation base.
Background technology
For a long time, traditional building foundation shape uses the foundation of larger bottom surface area mostly, with this
The load force of ground is improved, but this structural seismic capacity is poor, and during earthquake, the bottom surface of foundation directly subjects curstal fault
Or caused by displacement seismic wave energy impact, floor space is bigger, the dynamics being directly hit and fracture, displacement possibility just
It is bigger, thus its antidetonation effect just it is poor, the earthwork handle it is identical, use similarly capital construction material in the case of, in order to improve building
The shock resistance of foundation, also using the foundation of larger bottom area, can not realize expected purpose, especially on ground
Multiple area is shaken, higher shockproof requirements are proposed to its foundation.
Applicant Changzhou Engineering Vocational Technical College applied on July 28th, 2014《A kind of composite foundation base》（Shen
Please number CN201420430892.4）, specifically disclosing the foundation includes building base plate, Base isolation system and pile tube, builds
Thing backplanes support upper building is built, building base plate bottom surface sets shock insulation stake, and the bottom of shock insulation stake is inverted trapezoidal
Platform shape, Base isolation system is the armoured concrete slab of 50 centimetres of thickness, and the upper surface of Base isolation system sets the lower end with shock insulation stake
Set between the bottom of the trapezoidal mesa-shaped groove that portion's shape matches, groove and shock insulation stake under rolling steel balls, Base isolation system
Face sets pile tube, and 15 centimetres of blotter is set between Base isolation system and pile tube, and pile tube upper end sets pile tube cuff, pile tube
Hollow space fills armored concrete, and pile tube bottom is blocked with the circular steel plate of 3 millimeters thicks.
The problem of although above-mentioned patent solves the deficiency of foundation anti-seismic performance, but shock insulation stake is arranged on multiple steel
It is unstable on ball.
The content of the invention
It is an object of the invention to provide a kind of composite foundation base, Stability Analysis of Structures, anti-seismic performance is good.
The purpose of the present invention is realized in the following manner：Composite foundation base, including base plate, Base isolation system and pile tube,
Cement rubber pile is set below backplanes support upper building, the base plate, and the bottom of cement rubber pile is inverted trapezoidal
Platform, the upper surface of Base isolation system sets the groove that the bottom with shock insulation stake matches, between groove and the bottom of shock insulation stake
Rolling steel balls are set, and the lower section of Base isolation system sets pile tube, and the outer surface of the bucking ladder is outside zigzag, cement rubber pile
Surface is coated with preservative.
The cement rubber pile includes having poured cement rubber composition, cement rubber composition in steel reinforcement cage, steel reinforcement cage
It is made up of water, cement, dry ground powder, the mesh rubber powder of particle diameter 200 and flyash with weight ratio 6: 2: 10: 0.3: 1.
The flyash be dry discharge fly ash, SiO2, CaO mass fraction is respectively 65.2%, 4.0%.
The preservative be made from the following raw materials in parts by weight 20-40 parts of silica flour, 1-2 parts of talcum powder, 2-4 parts of flyash,
4-8 parts of prodan, 3-5 parts of magnesium fluoride, 4-8 parts of malachite, 2-4 parts of zinc sulfate, 3-5 parts of ferrous sulfate, potassium borohydride 2-4
Part, 4-8 parts of borax, 4-8 parts of DBSA, 4-8 parts of ammonium nitrate, 4-8 parts of potassium nitrate, 10-20 parts of formaldehyde, emulsifying agent
4-6 parts, 35-50 parts of diethanol amine, 1-2 parts of sodium acid carbonate, 0.5-1 parts of NaOH, 0.5-1 parts of waterglass, dimethylbenzene 140-160
Part.
The beneficial effects of the invention are as follows：The outer surface of bucking ladder is zigzag so that cement rubber pile, steel ball and basic raft
Plate triplicity it is more firm, be coated with preservative in the outer surface of cement rubber pile, extend the life-span of cement rubber pile, enter
And extend the service life of building.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Embodiment
As shown in figure 1, composite foundation base, including base plate 1, Base isolation system 3 and pile tube, the support upper building of base plate 1,
The lower section of the base plate 1 sets cement rubber pile 2, and the bottom of cement rubber pile 2 is inverted bucking ladder 5, Base isolation system 3 it is upper
Surface sets the groove that the bottom with shock insulation stake 2 matches, and rolling steel balls 4 are set between groove and the bottom of shock insulation stake,
The lower section of Base isolation system 3 sets pile tube, and the outer surface of the bucking ladder 5 is zigzag, and the outer surface of cement rubber pile 2 is coated with
Preservative.
Cement rubber pile 2 includes steel reinforcement cage, has poured cement rubber composition in steel reinforcement cage, cement rubber composition by
Water, cement, dry ground powder, the mesh rubber powder of particle diameter 200 and flyash are constituted with weight ratio 6: 2: 10: 0.3: 1, and flyash is dry row's powder
Coal ash, SiO2, CaO mass fraction is respectively 65.2%, 4.0%.
Preservative is made from the following raw materials in parts by weight, 20-40 parts of silica flour, 1-2 parts of talcum powder, 2-4 parts of flyash, fluorine
4-8 parts of sodium metasilicate, 3-5 parts of magnesium fluoride, 4-8 parts of malachite, 2-4 parts of zinc sulfate, 3-5 parts of ferrous sulfate, 2-4 parts of potassium borohydride,
4-8 parts of borax, 4-8 parts of DBSA, 4-8 parts of ammonium nitrate, 4-8 parts of potassium nitrate, 10-20 parts of formaldehyde, emulsifying agent 4-6
Part, 35-50 parts of diethanol amine, 1-2 parts of sodium acid carbonate, 0.5-1 parts of NaOH, 0.5-1 parts of waterglass, 140-160 parts of dimethylbenzene.
Embodiment 1, composite foundation base, including base plate 1, Base isolation system 3 and pile tube, the support upper building of base plate 1, institute
State the lower section of base plate 1 and cement rubber pile 2 is set, the bottom of cement rubber pile 2 is inverted bucking ladder 5, the upper table of Base isolation system 3
Face sets the groove that the bottom with shock insulation stake 2 matches, and rolling steel balls 4, base are set between groove and the bottom of shock insulation stake
The lower section of plinth raft plate 3 sets pile tube, and the outer surface of the bucking ladder 5 is zigzag, and the outer surface of cement rubber pile 2 is coated with anti-
Rotten agent.
Cement rubber pile 2 includes steel reinforcement cage, has poured cement rubber composition in steel reinforcement cage, cement rubber composition by
Water, cement, dry ground powder, the mesh rubber powder of particle diameter 200 and flyash are constituted with weight ratio 6: 2: 10: 0.3: 1, and flyash is dry row's powder
Coal ash, SiO2, CaO mass fraction is respectively 65.2%, 4.0%.
Preservative is made from the following raw materials in parts by weight, 30 parts of silica flour, 1.5 parts of talcum powder, 3 parts of flyash, prodan
6 parts, 4 parts of magnesium fluoride, 6 parts of malachite, 3 parts of zinc sulfate, 4 parts of ferrous sulfate, 3 parts of potassium borohydride, 6 parts of borax, detergent alkylate
6 parts of sulfonic acid, 6 parts of ammonium nitrate, 6 parts of potassium nitrate, 15 parts of formaldehyde, 5 parts of emulsifying agent, 42 parts of diethanol amine, 1.5 parts of sodium acid carbonate,
0.75 part of NaOH, 0.75 part of waterglass, 150 parts of dimethylbenzene.
Embodiment 2, preservative is made from the following raw materials in parts by weight, 20 parts of silica flour, 1 part of talcum powder, 2 parts of flyash, fluorine
4 parts of sodium metasilicate, 3 parts of magnesium fluoride, 4 parts of malachite, 2 parts of zinc sulfate, 3 parts of ferrous sulfate, 2 parts of potassium borohydride, 4 parts of borax, 12
4 parts of alkyl benzene sulphonate, 4 parts of ammonium nitrate, 4 parts of potassium nitrate, 10 parts of formaldehyde, 4 parts of emulsifying agent, 35 parts of diethanol amine, sodium acid carbonate 1
Part, 0.5 part of NaOH, 0.5 part of waterglass, 140 parts of dimethylbenzene, it is other same as Example 1.
Embodiment 3, preservative is made from the following raw materials in parts by weight, 40 parts of silica flour, 2 parts of talcum powder, 4 parts of flyash, fluorine
8 parts of sodium metasilicate, 5 parts of magnesium fluoride, 8 parts of malachite, 4 parts of zinc sulfate, 5 parts of ferrous sulfate, 4 parts of potassium borohydride, 8 parts of borax, 12
8 parts of alkyl benzene sulphonate, 8 parts of ammonium nitrate, 8 parts of potassium nitrate, 20 parts of formaldehyde, 6 parts of emulsifying agent, 50 parts of diethanol amine, sodium acid carbonate 2
Part, 1 part of NaOH, 1 part of waterglass, 160 parts of dimethylbenzene, it is other same as Example 1.
Embodiment 4, preservative is made from the following raw materials in parts by weight, 25 parts of silica flour, 1.2 parts of talcum powder, flyash 2.5
Part, 5 parts of prodan, 3.5 parts of magnesium fluoride, 5 parts of malachite, 2.5 parts of zinc sulfate, 3.5 parts of ferrous sulfate, potassium borohydride 2.5
Part, 5 parts of borax, DBSA 5,5 parts of ammonium nitrate, 5 parts of potassium nitrate, 15 parts of formaldehyde, 4.5 parts of emulsifying agent, diethanol amine
40 parts, 1.3 parts of sodium acid carbonate, NaOH0.5 parts, 1 part of waterglass, 130 parts of dimethylbenzene, it is other same as Example 1.
Embodiment 5, preservative is made from the following raw materials in parts by weight, 35 parts of silica flour, 2 parts of talcum powder, 3.5 parts of flyash,
7 parts of prodan, 4.5 parts of magnesium fluoride, 7 parts of malachite, 3.5 parts of zinc sulfate, 4.5 parts of ferrous sulfate, 3.5 parts of potassium borohydride, boron
7 parts of sand, 7 parts of DBSA, 7 parts of ammonium nitrate, 7 parts of potassium nitrate, 15 parts of formaldehyde, 5.5 parts of emulsifying agent, diethanol amine 48
Part, 1.7 parts of sodium acid carbonate, 0.75 part of NaOH, 0.75 part of waterglass, 155 parts of dimethylbenzene, it is other same as Example 1.
Embodiment 6, preservative is made from the following raw materials in parts by weight, 22.5 parts of silica flour, 1.7 parts of talcum powder, flyash
2.7 parts, 4.5 parts of prodan, 5 parts of magnesium fluoride, 4.5 parts of malachite, 3 parts of zinc sulfate, 3-5 parts of ferrous sulfate, potassium borohydride
3.8 parts, 5.5 parts of borax, 7 parts of DBSA, 4.7 parts of ammonium nitrate, 5.3 parts of potassium nitrate, 16 parts of formaldehyde, emulsifying agent 4.6
Part, 39 parts of diethanol amine, 1.8 parts of sodium acid carbonate, 1 part of NaOH, 0.7 part of waterglass, 147 parts of dimethylbenzene, other and embodiment 1
It is identical.
Embodiment 7, preservative is made from the following raw materials in parts by weight, 27 parts of silica flour, 1.4 parts of talcum powder, flyash 3.6
Part, 7.2 parts of prodan, 4.5 parts of magnesium fluoride, 5.5 parts of malachite, 3.7 parts of zinc sulfate, 3.8 parts of ferrous sulfate, potassium borohydride
2.8 parts, 6.2 parts of borax, 6.7 parts of DBSA, 7.5 parts of ammonium nitrate, 7 parts of potassium nitrate, 18 parts of formaldehyde, emulsifying agent 5.6
Part, 42 parts of diethanol amine, 1.4 parts of sodium acid carbonate, 0.8 part of NaOH, 0.6 part of waterglass, 154 parts of dimethylbenzene.
Embodiment 8, preservative is made from the following raw materials in parts by weight, 32 parts of silica flour, 2 parts of talcum powder, 3 parts of flyash, fluorine
5.8 parts of sodium metasilicate, 5 parts of magnesium fluoride, 7 parts of malachite, 2 parts of zinc sulfate, 4 parts of ferrous sulfate, 3 parts of potassium borohydride, 8 parts of borax, ten
5 parts of dialkyl benzene sulfonic acids, 7 parts of ammonium nitrate, 6 parts of potassium nitrate, 13 parts of formaldehyde, 4.8 parts of emulsifying agent, 40 parts of diethanol amine, bicarbonate
1 part of sodium, NaOH0.5 parts, 0.9 part of waterglass, 145 parts of dimethylbenzene.
Embodiment 9, preservative is made from the following raw materials in parts by weight, 33 parts of silica flour, 1 part of talcum powder, 2 parts of flyash, fluorine
7.1 parts of sodium metasilicate, 3.4 parts of magnesium fluoride, 5 parts of malachite, 3 parts of zinc sulfate, 4 parts of ferrous sulfate, 3 parts of potassium borohydride, 5 parts of borax,
6 parts of DBSA, 7 parts of ammonium nitrate, 8 parts of potassium nitrate, 16 parts of formaldehyde, 3.8 parts of emulsifying agent, 46 parts of diethanol amine, carbon
Sour 1 part of hydrogen sodium, 1 part of NaOH, 1 part of waterglass, 160 parts of dimethylbenzene.
Embodiment 10, preservative is made from the following raw materials in parts by weight, 20 parts of silica flour, 2 parts of talcum powder, 4 parts of flyash,
4 parts of prodan, 3.5 parts of magnesium fluoride, 4.8 parts of malachite, 2.4 parts of zinc sulfate, 3.5 parts of ferrous sulfate, 2.4 parts of potassium borohydride,
4.8 parts of borax, 4.8 parts of DBSA, 4 parts of ammonium nitrate, 4.8 parts of potassium nitrate, 12 parts of formaldehyde, 4.6 parts of emulsifying agent, two
50 parts of monoethanolamine, 1.2 parts of sodium acid carbonate, 0.8 part of NaOH, 0.6 part of waterglass, 140 parts of dimethylbenzene.
Claims (4)
1. composite foundation base, including base plate, Base isolation system and pile tube, backplanes support upper building, it is characterised in that：It is described
Cement rubber pile is set below base plate, and the bottom of cement rubber pile is inverted bucking ladder, and the upper surface of Base isolation system is set
Rolling steel balls are set between the bottom of the groove matched with the bottom of shock insulation stake, groove and shock insulation stake, Base isolation system
Lower section sets pile tube, and the outer surface of the bucking ladder is zigzag, and the outer surface of cement rubber pile is coated with preservative.
2. composite foundation base according to claim 1, it is characterised in that：The cement rubber pile includes steel reinforcement cage, steel
Cement rubber composition is poured in muscle cage, cement rubber composition is by water, cement, dry ground powder, the mesh rubber powder of particle diameter 200 and powder
Coal ash is with weight than 6: 2: 10: 0.3: 1 composition.
3. composite foundation base according to claim 2, it is characterised in that：The flyash be dry discharge fly ash, SiO2,
CaO mass fraction is respectively 65.2%, 4.0%.
4. composite foundation base according to claim 1, it is characterised in that：The preservative by following parts by weight raw material
20-40 parts of silica flour, 1-2 parts of talcum powder, 2-4 parts of flyash, 4-8 parts of prodan, 3-5 parts of magnesium fluoride, malachite 4-8 is made
Part, 2-4 parts of zinc sulfate, 3-5 parts of ferrous sulfate, 2-4 parts of potassium borohydride, 4-8 parts of borax, 4-8 parts of DBSA, nitric acid
4-8 parts of ammonium, 4-8 parts of potassium nitrate, 10-20 parts of formaldehyde, 4-6 parts of emulsifying agent, 35-50 parts of diethanol amine, 1-2 parts of sodium acid carbonate,
0.5-1 parts of NaOH, 0.5-1 parts of waterglass, 140-160 parts of dimethylbenzene.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710297252.9A CN106948357A (en) | 2017-04-28 | 2017-04-28 | Composite foundation base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710297252.9A CN106948357A (en) | 2017-04-28 | 2017-04-28 | Composite foundation base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106948357A true CN106948357A (en) | 2017-07-14 |
Family
ID=59479058
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710297252.9A Pending CN106948357A (en) | 2017-04-28 | 2017-04-28 | Composite foundation base |
Country Status (1)
| Country | Link |
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| CN (1) | CN106948357A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385673A (en) * | 2018-03-14 | 2018-08-10 | 兰州有色冶金设计研究院有限公司 | Miniature top filling ball sleeve pile pile and its construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09310359A (en) * | 1996-05-21 | 1997-12-02 | Sekisui House Ltd | Base isolation structure |
| CN201162235Y (en) * | 2008-03-06 | 2008-12-10 | 杨铁军 | Shock-absorbing patand pad of storied house |
| CN101353246A (en) * | 2008-08-12 | 2009-01-28 | 王军 | Formula of high performance rubber soil-cement pile for reinforcing soft clay foundation |
| CN202954372U (en) * | 2012-08-23 | 2013-05-29 | 东方建设集团有限公司 | Novel rubber cement soil pile composite foundation |
| CN204000914U (en) * | 2014-07-28 | 2014-12-10 | 常州工程职业技术学院 | A kind of composite foundation base |
| CN104230375A (en) * | 2014-08-28 | 2014-12-24 | 南京晶云化工有限公司 | Reinforced concrete surface preservative and preparation method thereof |
-
2017
- 2017-04-28 CN CN201710297252.9A patent/CN106948357A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09310359A (en) * | 1996-05-21 | 1997-12-02 | Sekisui House Ltd | Base isolation structure |
| CN201162235Y (en) * | 2008-03-06 | 2008-12-10 | 杨铁军 | Shock-absorbing patand pad of storied house |
| CN101353246A (en) * | 2008-08-12 | 2009-01-28 | 王军 | Formula of high performance rubber soil-cement pile for reinforcing soft clay foundation |
| CN202954372U (en) * | 2012-08-23 | 2013-05-29 | 东方建设集团有限公司 | Novel rubber cement soil pile composite foundation |
| CN204000914U (en) * | 2014-07-28 | 2014-12-10 | 常州工程职业技术学院 | A kind of composite foundation base |
| CN104230375A (en) * | 2014-08-28 | 2014-12-24 | 南京晶云化工有限公司 | Reinforced concrete surface preservative and preparation method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385673A (en) * | 2018-03-14 | 2018-08-10 | 兰州有色冶金设计研究院有限公司 | Miniature top filling ball sleeve pile pile and its construction method |
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Application publication date: 20170714 |
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