CN102828579A - Keel embedded-buckled assembling anti-cracking anti-seepage permanent cylinder shuttering - Google Patents
Keel embedded-buckled assembling anti-cracking anti-seepage permanent cylinder shuttering Download PDFInfo
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- CN102828579A CN102828579A CN2012102958177A CN201210295817A CN102828579A CN 102828579 A CN102828579 A CN 102828579A CN 2012102958177 A CN2012102958177 A CN 2012102958177A CN 201210295817 A CN201210295817 A CN 201210295817A CN 102828579 A CN102828579 A CN 102828579A
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- 238000005336 cracking Methods 0.000 title claims abstract description 17
- 238000009416 shuttering Methods 0.000 title abstract 5
- 239000000835 fiber Substances 0.000 claims abstract description 79
- 239000004568 cement Substances 0.000 claims abstract description 55
- 239000002131 composite material Substances 0.000 claims abstract description 52
- 229910052755 nonmetal Inorganic materials 0.000 claims abstract description 20
- 239000011216 ultra-high temperature ceramic matrix composite Substances 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 11
- 239000002585 base Substances 0.000 claims description 47
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 44
- 239000011707 mineral Substances 0.000 claims description 44
- 230000001186 cumulative effect Effects 0.000 claims description 23
- 239000004698 Polyethylene Substances 0.000 claims description 17
- 239000010881 fly ash Substances 0.000 claims description 17
- -1 polyethylene Polymers 0.000 claims description 17
- 229920000573 polyethylene Polymers 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 239000011150 reinforced concrete Substances 0.000 claims description 13
- 244000144992 flock Species 0.000 claims description 12
- 239000002893 slag Substances 0.000 claims description 12
- 239000004760 aramid Substances 0.000 claims description 11
- 229920003235 aromatic polyamide Polymers 0.000 claims description 11
- 239000002245 particle Substances 0.000 claims description 11
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims description 10
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 8
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 8
- 229910052710 silicon Inorganic materials 0.000 claims description 8
- 239000010703 silicon Substances 0.000 claims description 8
- 239000002956 ash Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 6
- 229920006231 aramid fiber Polymers 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 4
- 239000011159 matrix material Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000012615 aggregate Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 101100002917 Caenorhabditis elegans ash-2 gene Proteins 0.000 claims description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 2
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 2
- 239000011398 Portland cement Substances 0.000 claims description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 2
- 239000003513 alkali Substances 0.000 claims description 2
- 239000004411 aluminium Substances 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 2
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- 239000004917 carbon fiber Substances 0.000 claims description 2
- 239000003638 chemical reducing agent Substances 0.000 claims description 2
- 239000000470 constituent Substances 0.000 claims description 2
- 235000013312 flour Nutrition 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 2
- 239000000377 silicon dioxide Substances 0.000 claims description 2
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 2
- 239000004753 textile Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000011241 protective layer Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- 238000009415 formwork Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
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- 238000012797 qualification Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a keel embedded-buckled assembling anti-cracking anti-seepage permanent cylinder shuttering, which comprises shuttering corner panels and connecting pieces. The invention can be used as a cylinder shuttering in cylinder pouring phases of structures such as industrial and civil building structures, hydraulic structures, harbor structures, and the like, and can be used as a protection plate and an outer protective layer of the structures after pouring molding, and bear a part of loads. The shuttering provided by the invention can be made of the following different kinds of materials: ultrahigh-toughness cement-based composite materials UHTCC, cement-based composite materials reinforced by nonmetal fiber meshes combined with short fibers, cement-based composite materials reinforced by steel wire meshes combined with short fibers, and the like, and has the characteristics of simple manufacturing, convenient usage, high endurance, and crack extension controllability.
Description
Technical field
Patent of the present invention belongs to a kind of construction formwork; Specifically a kind of high-durability permanent formwork that is mainly used in industry and civilian construction structure, hydro-structure and the isostructural cylinder of port sea structure; Use as template in the stage of building; Build double protected apron and the external protection of doing structure after the moulding, bear the structural load of a part simultaneously.
Background technology
At present, in the domestic construction field, industry is used templates such as wooden form, steel form usually with civilian construction structure, hydro-structure and the port isostructural cylinder of sea structure, has unfavorable factors such as consumption is big, dismounting is inconvenient, the turnover expense high, utilization rate is low.Endurance issues is one of subject matter that reinforced concrete structure faced all the time.The ordinary concrete surface is exposed naturally in the structure under the conventional situation, and durability is lower, and the house of China nearly 50% gets into the ageing step at present, and promptly 23.4 hundred million square metres building faces endurance issues.In addition; Is the key character that hydro-structure, sea, port structure etc. are different from other types building structure with cracking resistance as controlled condition design; The operate as normal that ordinary concrete problem easy to crack not only can influence hydro-structure etc. also can influence its durability and application life, serious even safe operation that can influence structure.More than some be industry all the time with construction such as civilian construction structure, hydro-structure and sea, port structure and use in more scabrous problem.
Summary of the invention
But technical problem to be solved by this invention provides the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control; To improve the unfavorable factor that conventional template is brought; Improve structure durability simultaneously; Reduce the application life of structure later maintenance cost and final extending structure, for this reason, the present invention adopts following technical scheme:
It forms template by corner panel and connection strap; Said corner panel constitutes main body with the first perpendicular panel and second panel, and the both sides of corner panel have to the protruding connecting portion in the inboard of corner panel or the outside; The cross section of said connection strap is a concave groove; The adjacent connecting portion of two corner panels that the said Baltimore groove and the left and right sides are adjacent fastens and two corner panels that connection strap is adjacent with the left and right sides link together, and said corner panel and connection strap are selected following different materials making for use: superhigh tenacity cement-base composite material UHTCC, non metal fiber woven net and flock combined reinforced concrete base composite material, gauze wire cloth and flock combined reinforced concrete base composite material.
On the basis of adopting technique scheme, the present invention also can adopt following further technical scheme:
Used superhigh tenacity cement-base composite material UHTCC; Its composition comprises cement, active mineral admixture, aggregate, fiber and water, and active mineral admixture adopts the combination of flyash or flyash and following one or more materials: silicon ash, granulated blast-furnace slag, metakaolin; The maximum particle diameter of aggregate is no more than 0.5mm; Fiber is one or more the combination in vinal, polyethylene fibre, the aromatic polyamide fibre; Fibre length is that 5～25mm, diameter are that 0.015～0.055 mm, modulus of elasticity are that 30 ~ 150GPa, tensile strength are that 1000 ~ 3500MPa, ultimate elongation are 2%～15%, and the weight ratio of cement and each component of active mineral admixture is:
Cement 12%～55%
Flyash 45%～85%
Silicon ash 0～15%
Granulated blast-furnace slag 0～10%
Metakaolin 0～20%
Each components by weight sum of above cement and active mineral admixture satisfies 100%;
The weight of aggregate is 1%～70% with the ratio of cement and active mineral admixture gross weight, and the weight of water is 18%～58% with the ratio of cement and active mineral admixture gross weight, and the volume of fiber is 1.5%～2.5% of a cement-base composite material cumulative volume.
When described superhigh tenacity cement-base composite material UHTCC use vinal, when three kinds of fibers of polyethylene fiber peacekeeping aromatic polyamide fibre strengthen simultaneously, its proportioning is:
The weight ratio of cement and each component of active mineral admixture is: cement 25%, flyash 60%, silicon ash 2%, granulated blast-furnace slag 8%, metakaolin 5%;
The maximum particle diameter of aggregate is 0.5mm, and aggregate weight is 40% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 25% ~ 45% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.3% of a cement-base composite material cumulative volume;
The polyethylene fibre length that adopts is 12mm, and diameter is 0.039mm, and tensile strength is 1620MPa, and modulus of elasticity is 42.8GPa, and ultimate elongation is 6%, and volume is 1.2% ~ 1.5% of a cement-base composite material cumulative volume; Polyethylene fibre length is 12.7mm, and diameter is 0.038mm, and tensile strength is 2700MPa, and modulus of elasticity is 120GPa, and ultimate elongation is 3.5%, and volume is 0.4% ~ 0.9% of a cement-base composite material cumulative volume; Aromatic polyamide fibre length is 15mm, and diameter is 0.015mm, and tensile strength is 2800MPa, and modulus of elasticity is 132GPa, ultimate elongation 2.4%, and volume is 0.2% ~ 0.4% of a cement-base composite material cumulative volume.
When described superhigh tenacity cement-base composite material UHTCC used vinal and two kinds of fibers of aromatic polyamide fibre to strengthen simultaneously, its proportioning was:
Each components by weight of cement and active mineral admixture is: cement 30%, flyash 52%, granulated blast-furnace slag 3%, metakaolin 15%;
The maximum particle diameter of aggregate is 0.5mm, and aggregate weight is 65% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 20% ~ 55% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.2% of a cement-base composite material cumulative volume;
The vinal length that adopts is 12mm, and diameter is 0.039mm, and tensile strength is 1620MPa, and modulus of elasticity is 42.8GPa, and ultimate elongation is 6%, and volume is 1.6% ~ 2.0% of a cement-base composite material cumulative volume; Aromatic polyamide fibre length is 15mm, and diameter is 0.015mm, and tensile strength is 2800MPa, and modulus of elasticity is 132GPa, ultimate elongation 2.4%, and volume is 0.2% ~ 0.4% of a cement-base composite material cumulative volume.
When described superhigh tenacity cement-base composite material UHTCC used vinal and two kinds of fibers of polyethylene fibre to strengthen simultaneously, its proportioning was:
Each components by weight of cement and active mineral admixture is: cement 55%, flyash 45%, the model of cement are P.II 52.5 R;
The maximum particle diameter of aggregate is 0.5mm, and the weight of aggregate is 50% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 40% ~ 55% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.2% of a cement-base composite material cumulative volume;
The vinal length that adopts is 12mm, and diameter is that 0.039mm, tensile strength are that 1620MPa, modulus of elasticity are that 42.8GPa, ultimate elongation are 6%, and volume is 1.2% ~ 1.9% of a fibrous concrete cumulative volume; Polyethylene fibre length is 12.7mm, and diameter is 0.038mm, and tensile strength is 2700MPa, and modulus of elasticity is 120GPa, and ultimate elongation is 3.5%, and volume is 0.3% ~ 0.8% of a cement-base composite material cumulative volume.
Said non metal fiber woven net and flock combined reinforced concrete base composite material are made up of non metal fiber woven net, nonmetal short fiber and cement based matrix, and said non metal fiber woven net comprises: Carbon Fibre Textile, aramid fiber mesh grid, alkali-resistant glass fibre mesh grid, vinal mesh grid, polyethylene fibre mesh grid or the assorted fibre mesh grid of being processed by above fiber shuffling; Nonmetal short fiber comprises: one or more in vinal, polyethylene fibre, carbon fiber, the aramid fiber; The constituent of cement based matrix comprises: one or more in portland cement, high alumina cement, the sulphate aluminium cement, active mineral fine mineral admixture, and water reducing agent, meticulous sand, said active mineral fine mineral admixture is the material with pozzolanic activity.
The material of pozzolanic activity comprises one or more in flyash, silica flour, the granulated blast-furnace slag, and the maximum particle diameter of meticulous sand is less than 0.6mm.
In non metal fiber woven net and flock combined reinforced concrete base composite material, the nonmetal short fiber percent by volume of this total composite volume relatively is 1.5 ~ 2.5%.
The inner surface of said corner panel is distributed with some grooves; The outer surface of said connection strap is distributed with some grooves; Said connecting portion is corner panel side walls shape; The adjacent wall thickness summation of two panels that the Baltimore groove width of said connection strap is adjacent with the left and right sides is suitable; And the adjacent wall of the two piece panels adjacent with the said left and right sides is interlocked; Join before and after the connection strap of same row, between the said adjacent corner panel, also pass through adhesive bond between corner panel and the connection strap.
The present invention be connected with many connection straps by polylith corner panel and said corner panel between transverse joint stagger mutually, the seam between connection strap and the transverse joint between the corner panel stagger each other and connect and compose column template.
The present invention can adjust the quantity and the big or small column template that is combined to form required size and shape of corner panel according to the use needs, and simultaneously, connection strap can guarantee the connection between corner panel and the corner panel, thereby forms complete template system.The size of column template of the present invention can satisfy the needs of difformity sizes such as square, rectangle according to actual needs through the size of adjustment corner panel, adjustment corner panel, connection strap quantity satisfy the needs of differing heights size.
Because adopt technical scheme of the present invention, the present invention used as template in the stage of building, build moulding after; Need not remove, and double protected apron and the external protection of doing structure becomes permanent formwork; Itself cost is low and also eliminated demolition cost and turnover expense, reduces engineering cost, can improve and solve the problems such as dismounting and utilization rate in the template constructions such as industry and the extra large structure in civilian construction structure, hydro-structure and port; Reduce construction intensity, can shorten the engineering time greatly.Meanwhile; Because this template is processed by superhigh tenacity cement-base composite material, non metal fiber woven net and flock combined reinforced concrete base composite material or gauze wire cloth and flock combined reinforced concrete base composite material; Have characteristics such as high stretching ductility and Crack Control ability, damage tolerance is high, energy absorption capability is strong; Can effectively reduce harmful crack of body structure surface generation and suppress the crack development; Its chloride-penetration resistance and anti-water permeation performance are much better than ordinary concrete, can significantly improve the durability and the application life of concrete structure.Simultaneously, adopt the structure of panel of the present invention and connector, template is by panel and connector assembly unit assembling, has to make simply, assemble easy to usely, and durability is high, controls the characteristics of crack developing.Column template provided by the present invention can also be born the part-structure load and reduce the column body amount of reinforcement, promotes overall efficiency.
Description of drawings
Fig. 1 (a) is the permanent column template structural representation that corner panel of the present invention and connection strap are connected into.
Fig. 1 (b) is the permanent column template vertical view that corner panel of the present invention and connection strap are connected into.
Fig. 2 (a) is the structural representation of corner panel of the present invention.
Fig. 2 (b) is the elevation of corner panel of the present invention.
Fig. 2 (c) is the vertical view of corner panel of the present invention.
Fig. 2 (d) is the lateral view of corner panel of the present invention.
Fig. 2 (e) is the A-A sectional view of Fig. 2 (b).
Fig. 2 (f) is the B-B sectional view of Fig. 2 (c).
Fig. 3 (a) is the structural representation of connection strap of the present invention.
Fig. 3 (b) is the vertical view of connection strap of the present invention.
Fig. 3 (c) is the C-C sectional view of Fig. 3 (b).
Fig. 4 (a) is the shaft side figures such as southwest of assembling sketch map of the present invention.
Fig. 4 (b) is the shaft side figures such as the southeast of assembling sketch map of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing but the permanent column template specific embodiment of keel imbedded and fastened assembly unit anti-cracking and seepage control provided by the present invention is described further, this embodiment is to explanation of the present invention, rather than the present invention is made any qualification.
But the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control of present embodiment is connected with 20 two of connection straps by 10 of corner panels and said corner panel between transverse joint stagger mutually, the seam between connection strap and the transverse joint between the corner panel stagger each other and connect and compose.Said corner panel 1 constitutes main body with the first perpendicular panel 13 and second panel 14, and the both sides of corner panel 1 have to the protruding connecting portion 10 in the inboard of corner panel or the outside; The cross section of said connection strap 2 is a concave groove; The adjacent connecting portion 10 of two corner panels that the said Baltimore groove and the left and right sides are adjacent fastens and two corner panels that connection strap is adjacent with the left and right sides link together, and said corner panel and connection strap are selected following different materials making for use: superhigh tenacity cement-base composite material UHTCC, non metal fiber woven net and nonmetal flock combined reinforced concrete base composite material, gauze wire cloth and flock combined reinforced concrete base composite material.
The inner surface of said corner panel 1 is distributed with some grooves 11; The outer surface of said connection strap 2 is distributed with some grooves 21; Said connecting portion 10 is corner panel side walls shape; The adjacent wall thickness summation of two panels that the Baltimore groove width of said connection strap is adjacent with the left and right sides is suitable; And the adjacent wall of the two piece panels adjacent with the said left and right sides is interlocked; Join before and after the connection strap of same row, between the said adjacent corner panel 1, also pass through adhesive bond between corner panel 1 and the connection strap 2.
As Fig. 4 (a) (b) shown in, below introduce the implementation method under the above-mentioned situation.
1. use superhigh tenacity cement-base composite material UHTCC to make corner panel 1 and connection strap 2; Used superhigh tenacity cement-base composite material UHTCC; Its composition comprises cement, active mineral admixture, aggregate, fiber and water, and active mineral admixture adopts the combination of flyash or flyash and following one or more materials: silicon ash, granulated blast-furnace slag, metakaolin; The maximum particle diameter of aggregate is no more than 0.5mm; Fiber is one or more the combination in vinal, polyethylene fibre, the aromatic polyamide fibre; Fibre length is that 5～25mm, diameter are that 0.015～0.055 mm, modulus of elasticity are that 30 ~ 150GPa, tensile strength are that 1000 ~ 3500MPa, ultimate elongation are 2%～15%; The weight ratio of cement and each component of active mineral admixture is: cement (12%～55%), flyash (45%～85%), silicon ash (0～15%), granulated blast-furnace slag (0～10%), metakaolin (0～20%), and each components by weight sum of above cement and active mineral admixture satisfies 100%; The weight of aggregate is 1%～70% with the ratio of cement and active mineral admixture gross weight, and the weight of water is 18%～58% with the ratio of cement and active mineral admixture gross weight, and the volume of fiber is 1.5%～2.5% of a cement-base composite material cumulative volume.
2, when assembling, corner panel 1 is carried out assembly unit from bottom to top, the suitable interlaced arrangement of corner panel during assembling, thus make corner panel transverse joint not on same straight line, use the cementing agent bonding respectively to organize the cross section of corner panel, as Fig. 4 (a) (b) shown in.
3. use connection strap 2 to connect the bonding place, middle part of corner panels, and use each face of cementing agent bonding, as Fig. 4 (a) (b) shown in.The seam of connection strap 2 should be suitable interleaved with the transverse joint of corner panel, thereby make it not on same straight line.
During construction; Can carry out the size design and the assembling of corner panel and connection strap according to the needs of real size; Can realize that through first template of adjustment corner panel and the width of second template cross section of different size is rectangle or foursquare column template, adjustment corner panel, connection strap quantity satisfy the needs of differing heights size.Should adopt corner panel and connector alternative splicing to accomplish the overall package of column template from bottom to top, assembling mode is varied.
It is simple, easy to use that the present invention has making, improves the characteristics of structure durability and control crack developing, satisfies the application of a large amount of engineerings easily.
Claims (10)
- But 1. permanent column template of keel imbedded and fastened assembly unit anti-cracking and seepage control, it is characterized in that: it forms template by corner panel (1) and connection strap (2); Said corner panel (1) constitutes main body with the first perpendicular panel and second panel, and the both sides of corner panel have to the protruding connecting portion in the inboard of corner panel or the outside; The cross section of said connection strap (2) is a concave groove; The adjacent connecting portion of two corner panels that the said Baltimore groove and the left and right sides are adjacent fastens and two corner panels that connection strap is adjacent with the left and right sides link together, and said corner panel and connection strap are selected following different materials making for use: superhigh tenacity cement-base composite material UHTCC, non metal fiber woven net and flock combined reinforced concrete base composite material, gauze wire cloth and flock combined reinforced concrete base composite material.
- 2. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 1; It is characterized in that: used superhigh tenacity cement-base composite material UHTCC; Its composition comprises cement, active mineral admixture, aggregate, fiber and water, and active mineral admixture adopts the combination of flyash or flyash and following one or more materials: silicon ash, granulated blast-furnace slag, metakaolin; The maximum particle diameter of aggregate is no more than 0.5mm; Fiber is one or more the combination in vinal, polyethylene fibre, the aromatic polyamide fibre; Fibre length is that 5～25mm, diameter are that 0.015～0.055 mm, modulus of elasticity are that 30 ~ 150GPa, tensile strength are that 1000 ~ 3500MPa, ultimate elongation are 2%～15%, and the weight ratio of cement and each component of active mineral admixture is:Cement 12%～55%Flyash 45%～85%Silicon ash 0～15%Granulated blast-furnace slag 0～10%Metakaolin 0～20%Each components by weight sum of above cement and active mineral admixture satisfies 100%;The weight of aggregate is 1%～70% with the ratio of cement and active mineral admixture gross weight, and the weight of water is 18%～58% with the ratio of cement and active mineral admixture gross weight, and the volume of fiber is 1.5%～2.5% of a cement-base composite material cumulative volume.
- 3. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 2; It is characterized in that: when described superhigh tenacity cement-base composite material UHTCC use vinal, when three kinds of fibers of polyethylene fiber peacekeeping aromatic polyamide fibre strengthen simultaneously, its proportioning is:The weight ratio of cement and each component of active mineral admixture is: cement 25%, flyash 60%, silicon ash 2%, granulated blast-furnace slag 8%, metakaolin 5%;The maximum particle diameter of aggregate is 0.5mm, and aggregate weight is 40% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 25% ~ 45% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.3% of a cement-base composite material cumulative volume;The polyethylene fibre length that adopts is 12mm, and diameter is 0.039mm, and tensile strength is 1620MPa, and modulus of elasticity is 42.8GPa, and ultimate elongation is 6%, and volume is 1.2% ~ 1.5% of a cement-base composite material cumulative volume; Polyethylene fibre length is 12.7mm, and diameter is 0.038mm, and tensile strength is 2700MPa, and modulus of elasticity is 120GPa, and ultimate elongation is 3.5%, and volume is 0.4% ~ 0.9% of a cement-base composite material cumulative volume; Aromatic polyamide fibre length is 15mm, and diameter is 0.015mm, and tensile strength is 2800MPa, and modulus of elasticity is 132GPa, ultimate elongation 2.4%, and volume is 0.2% ~ 0.4% of a cement-base composite material cumulative volume.
- 4. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 2; It is characterized in that: when described superhigh tenacity cement-base composite material UHTCC used vinal and two kinds of fibers of aromatic polyamide fibre to strengthen simultaneously, its proportioning was:Each components by weight of cement and active mineral admixture is: cement 30%, flyash 52%, granulated blast-furnace slag 3%, metakaolin 15%;The maximum particle diameter of aggregate is 0.5mm, and aggregate weight is 65% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 20% ~ 55% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.2% of a cement-base composite material cumulative volume;The vinal length that adopts is 12mm, and diameter is 0.039mm, and tensile strength is 1620MPa, and modulus of elasticity is 42.8GPa, and ultimate elongation is 6%, and volume is 1.6% ~ 2.0% of a cement-base composite material cumulative volume; Aromatic polyamide fibre length is 15mm, and diameter is 0.015mm, and tensile strength is 2800MPa, and modulus of elasticity is 132GPa, ultimate elongation 2.4%, and volume is 0.2% ~ 0.4% of a cement-base composite material cumulative volume.
- 5. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 2; It is characterized in that: when described superhigh tenacity cement-base composite material UHTCC used vinal and two kinds of fibers of polyethylene fibre to strengthen simultaneously, its proportioning was:Each components by weight of cement and active mineral admixture is: cement 55%, flyash 45%, the model of cement are P.II 52.5 R;The maximum particle diameter of aggregate is 0.5mm, and the weight of aggregate is 50% with the ratio that cement adds the active mineral admixture gross weight, and the weight of water is 40% ~ 55% with the ratio that cement adds the active mineral admixture gross weight; The volume of fiber is 1.8% ~ 2.2% of a cement-base composite material cumulative volume;The vinal length that adopts is 12mm, and diameter is that 0.039mm, tensile strength are that 1620MPa, modulus of elasticity are that 42.8GPa, ultimate elongation are 6%, and volume is 1.2% ~ 1.9% of a fibrous concrete cumulative volume; Polyethylene fibre length is 12.7mm, and diameter is 0.038mm, and tensile strength is 2700MPa, and modulus of elasticity is 120GPa, and ultimate elongation is 3.5%, and volume is 0.3% ~ 0.8% of a cement-base composite material cumulative volume.
- 6. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 1; It is characterized in that: said non metal fiber woven net and flock combined reinforced concrete base composite material are made up of non metal fiber woven net, nonmetal short fiber and cement based matrix, and said non metal fiber woven net comprises: Carbon Fibre Textile, aramid fiber mesh grid, alkali-resistant glass fibre mesh grid, vinal mesh grid, polyethylene fibre mesh grid or the assorted fibre mesh grid of being processed by above fiber shuffling; Nonmetal short fiber comprises: one or more in vinal, polyethylene fibre, carbon fiber, the aramid fiber; The constituent of cement based matrix comprises: one or more in portland cement, high alumina cement, the sulphate aluminium cement, active mineral fine mineral admixture, and water reducing agent, meticulous sand, said active mineral fine mineral admixture is the material with pozzolanic activity.
- 7. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 6; It is characterized in that: the material of pozzolanic activity comprises one or more in flyash, silica flour, the granulated blast-furnace slag, and the maximum particle diameter of meticulous sand is less than 0.6mm.
- 8. but the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 6; It is characterized in that: in non metal fiber woven net and flock combined reinforced concrete base composite material, the nonmetal short fiber percent by volume of this total composite volume relatively is 1.5 ~ 2.5%.
- But 9. the permanent column template of a kind of keel imbedded and fastened assembly unit anti-cracking and seepage control according to claim 1, it is characterized in that: the inner surface of said corner panel (1) is distributed with some grooves; The outer surface of said connection strap (2) is distributed with some grooves; Said connecting portion is corner panel side walls shape; The adjacent wall thickness summation of two panels that the Baltimore groove width of said connection strap is adjacent with the left and right sides is suitable; And the adjacent wall of the two piece panels adjacent with the said left and right sides is interlocked; Join before and after the connection strap of same row, between the said adjacent corner panel (1), also pass through adhesive bond between corner panel (1) and the connection strap (2).
- 10. but according to claim 1 or the permanent column template of 9 described a kind of keel imbedded and fastened assembly unit anti-cracking and seepage controls, it is characterized in that: it be connected with many connection straps by polylith corner panel and said corner panel between transverse joint stagger mutually, the seam between connection strap and the transverse joint between the corner panel stagger each other and connect and compose column template.
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| CN201210295817.7A CN102828579B (en) | 2012-08-17 | 2012-08-17 | A kind of keel imbedded and fastened can assembled anti-cracking and seepage control permanent column shuttering |
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| CN201210295817.7A CN102828579B (en) | 2012-08-17 | 2012-08-17 | A kind of keel imbedded and fastened can assembled anti-cracking and seepage control permanent column shuttering |
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| CN102828579B CN102828579B (en) | 2016-04-13 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225398A (en) * | 2013-04-24 | 2013-07-31 | 中国十七冶集团有限公司 | Highly durable permanent column template |
| CN105369981A (en) * | 2015-11-27 | 2016-03-02 | 浙江大学 | Reinforcement-type permanent beam form with embedded buckle connection, concrete structural element and manufacture method thereof |
| CN107288028A (en) * | 2017-07-18 | 2017-10-24 | 中国建筑土木建设有限公司 | Large-volume concrete structure and construction method thereof |
| CN107313553A (en) * | 2017-07-25 | 2017-11-03 | 高志斌 | A kind of dry-hang FRP Columns based on fiber colored stone concrete slab |
| CN110952776A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | Cast-in-place concrete constructional column and ring beam disassembly-free formwork and manufacturing method thereof |
| CN112321233A (en) * | 2020-11-06 | 2021-02-05 | 中国铁建股份有限公司 | Ordinary support-free permanent template frame and preparation method thereof |
| CN113684865A (en) * | 2021-08-12 | 2021-11-23 | 中国建筑第八工程局有限公司 | Hanging type outer wall waterproof structure and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4003543A (en) * | 1975-07-14 | 1977-01-18 | Harsco Corporation | Column lift bracket |
| DE29803155U1 (en) * | 1998-02-23 | 1998-04-23 | Betonwerk Theodor Pieper GmbH & Co. KG, 57392 Schmallenberg | Formwork aid |
| CN1736941A (en) * | 2005-07-12 | 2006-02-22 | 大连理工大学 | Non metal fiber woven net flock combined reinforced concrete base composite material |
| CN101665342A (en) * | 2009-09-18 | 2010-03-10 | 徐世烺 | High-tenacity crack-control impervious fiber concrete |
| CN101696599A (en) * | 2009-10-22 | 2010-04-21 | 欧阳文皇 | Method for building decorative column by adopting permanent embedded inner die |
| CN201730325U (en) * | 2010-05-05 | 2011-02-02 | 王连起 | Formwork for concrete column |
-
2012
- 2012-08-17 CN CN201210295817.7A patent/CN102828579B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4003543A (en) * | 1975-07-14 | 1977-01-18 | Harsco Corporation | Column lift bracket |
| DE29803155U1 (en) * | 1998-02-23 | 1998-04-23 | Betonwerk Theodor Pieper GmbH & Co. KG, 57392 Schmallenberg | Formwork aid |
| CN1736941A (en) * | 2005-07-12 | 2006-02-22 | 大连理工大学 | Non metal fiber woven net flock combined reinforced concrete base composite material |
| CN101665342A (en) * | 2009-09-18 | 2010-03-10 | 徐世烺 | High-tenacity crack-control impervious fiber concrete |
| CN101696599A (en) * | 2009-10-22 | 2010-04-21 | 欧阳文皇 | Method for building decorative column by adopting permanent embedded inner die |
| CN201730325U (en) * | 2010-05-05 | 2011-02-02 | 王连起 | Formwork for concrete column |
Non-Patent Citations (1)
| Title |
|---|
| 徐世烺 等: "超高韧性水泥基复合材料研究进展及其工程应用", 《土木工程学报》, vol. 41, no. 6, 30 June 2008 (2008-06-30) * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103225398A (en) * | 2013-04-24 | 2013-07-31 | 中国十七冶集团有限公司 | Highly durable permanent column template |
| CN105369981A (en) * | 2015-11-27 | 2016-03-02 | 浙江大学 | Reinforcement-type permanent beam form with embedded buckle connection, concrete structural element and manufacture method thereof |
| CN105369981B (en) * | 2015-11-27 | 2018-03-23 | 浙江大学 | A kind of arrangement of reinforcement formula buckle connection permanent beam template, concrete structure member and manufacture method |
| CN107288028A (en) * | 2017-07-18 | 2017-10-24 | 中国建筑土木建设有限公司 | Large-volume concrete structure and construction method thereof |
| CN107288028B (en) * | 2017-07-18 | 2019-09-27 | 中国建筑土木建设有限公司 | Large-volume concrete structure and construction method thereof |
| CN107313553A (en) * | 2017-07-25 | 2017-11-03 | 高志斌 | A kind of dry-hang FRP Columns based on fiber colored stone concrete slab |
| CN110952776A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | Cast-in-place concrete constructional column and ring beam disassembly-free formwork and manufacturing method thereof |
| CN112321233A (en) * | 2020-11-06 | 2021-02-05 | 中国铁建股份有限公司 | Ordinary support-free permanent template frame and preparation method thereof |
| CN113684865A (en) * | 2021-08-12 | 2021-11-23 | 中国建筑第八工程局有限公司 | Hanging type outer wall waterproof structure and construction method |
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