CN102127965A - Composite precast stressed template - Google Patents
Composite precast stressed template Download PDFInfo
- Publication number
- CN102127965A CN102127965A CN201110061231.XA CN201110061231A CN102127965A CN 102127965 A CN102127965 A CN 102127965A CN 201110061231 A CN201110061231 A CN 201110061231A CN 102127965 A CN102127965 A CN 102127965A
- Authority
- CN
- China
- Prior art keywords
- formwork
- resin
- template
- prefabricated
- semi
- 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.)
- Granted
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 50
- 239000011347 resin Substances 0.000 claims abstract description 39
- 229920005989 resin Polymers 0.000 claims abstract description 39
- 239000000463 material Substances 0.000 claims abstract description 24
- 238000009415 formwork Methods 0.000 claims description 106
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 239000004567 concrete Substances 0.000 claims description 15
- 239000003365 glass fiber Substances 0.000 claims description 12
- 239000006260 foam Substances 0.000 claims description 10
- 239000002023 wood Substances 0.000 claims description 10
- 241000771208 Buchanania arborescens Species 0.000 claims description 7
- 244000055346 Paulownia Species 0.000 claims description 7
- 229920006305 unsaturated polyester Polymers 0.000 claims description 6
- 244000050510 Cunninghamia lanceolata Species 0.000 claims description 3
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 229920006387 Vinylite Polymers 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000005007 epoxy-phenolic resin Substances 0.000 claims description 3
- 229920001568 phenolic resin Polymers 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 3
- 239000004800 polyvinyl chloride Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 2
- 239000000835 fiber Substances 0.000 abstract 1
- 239000011159 matrix material Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 12
- 238000010276 construction Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 239000012467 final product Substances 0.000 description 4
- 239000011381 foam concrete Substances 0.000 description 4
- 238000007711 solidification Methods 0.000 description 4
- 230000008023 solidification Effects 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 210000004884 grey matter Anatomy 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001473 noxious effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- CCEKAJIANROZEO-UHFFFAOYSA-N sulfluramid Chemical group CCNS(=O)(=O)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)F CCEKAJIANROZEO-UHFFFAOYSA-N 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a composite precast stressed template. The template comprises a shell (1) and is characterized in that the shell (1) is a semi-closed cavity with an upper opening; sandwich materials (2) are embedded in the shell (1); a shear connector (4) is arranged on the side walls of the shell (1) along the longitudinal gap of the semi-closed cavity of the shell (1) and is transversely arranged on the middle upper part of the side walls of the shell (1); the two ends of the shear connector (4) penetrate through the side walls of the shell (1); and the shell (1) is shaped like a straight beam or a cross beam. The template has the following advantages: the template has the functions of the template and the stressed member; form removal operation is not needed in the engineering; the shell is made of light anticorrosion resin matrix fiber composites with excellent mechanical performance and can well meet the engineering requirement for high stress strength; and the template is rapid and convenient to produce, is formed once, can be directly transported to the field to be used after being manufactured in the factory, is convenient to construct and lay and can be manufactured into different shapes according to the actual requirement of the engineering.
Description
Technical field
The present invention relates to engineering construction field, refer in particular to a kind of one-body molded, lightweight, the prefabricated stressed template of high-strength, corrosion resistant composite material, specifically a kind of prefabricated stressed template of composite material that has template and primary structure member function concurrently.
Background technology
Template is the important construction tool that has a large capacity and a wide range in the reinforced concrete structure building.Economically, form work engineering accounts for reinforced concrete work expense 20%～30%, 30%～40% of the amount of labour used, about 50% of duration.Therefore promoting the technological progress of form work engineering, reduce propping up of template and tear the amount of labour used open, is the important channel of reducing the form work engineering expense, improving concrete engineering quality, also is an importance that advances China's Building technology progress.The traditional construction formwork of China mainly contains wooden form, steel form, steel wood hybrid template at present.The wooden form number of turnover is low, comes unstuck easily, plays drum, flakes, distortion.The steel form piece is many, and the big transportation of yielding and weight is inconvenient.It is veneer, the lumps of wood of main material that steel wood hybrid template adopts in a large number with timber, and utilization rate is low again, causes the destruction Of resources easily, and template system is system not, and site operation exists random, and steel pipe waste simultaneously is serious, labour demand is big, is unfavorable for the plant equipment installation.At the various defectives that above-mentioned construction formwork exists, utilizing the new material construction formwork is the important method of improving form work engineering, also is the important directions of following form work engineering development.
Common bridge engineering construction, often need set up support, as working platform, beam is installed on rack beam then, is followed closely base plate on the beam, the side template and the bridge deck base plate of girt strip is installed then thereon, whole process very complicated, engineering time and human cost are all than higher, and full framing has influenced the traffic conditions in the bridge construction simultaneously.Simultaneously, along with developing rapidly of modern industry science and technology, the clean factory of increasing electronics factory building has appearred, their span is generally bigger, and be strict with cleaning and be not stained with dirt, simultaneously air quantity, air-flow and humiture etc. all there are strict qualification, guarantee that the product of producing is still possessed high precision under suitable dust particle and noxious air content, constant temperature and constant humidity environment.
Summary of the invention
The objective of the invention is the defective that exists at existing mould plate technique, provide that a kind of speed of production is fast, one-body molded, convenience is arranged in construction, time and labour saving, attractive in appearance, anticorrosion, the prefabricated stressed template of composite material that cleans and have concurrently template and primary structure member function.
The objective of the invention is to solve by the following technical programs:
The prefabricated stressed template of a kind of composite material, comprise formwork, described formwork is the semi-enclosed cavity of upper opening, formwork is embedded with sandwich material, the longitudinal separation of the sidewall upper edge formwork semi-enclosed cavity of formwork is provided with shear connector, described shear connector is horizontally installed on the middle and upper part of formwork sidewall, and the sidewall of formwork is run through at the two ends of shear connector.
Described formwork be shaped as straight beam or nine-squares beam.
The semi-enclosed cavity inwall of described formwork is provided with protruded object.
Described protruded object be shaped as right angle protruded object or obtuse angle protruded object.
Described formwork and protruded object adopt the resin-based fibrous composite to make; Described resin-based fibrous composite comprises glass fiber and resin, glass fiber in the resin-based fibrous composite adopt single shaft to, twin shaft to, multiaxis to layout, the resin in the resin-based fibrous composite adopts unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins.
Described sandwich material is light wood, foam or resin-based fibrous composite; Described light wood comprises paulownia wood, China fir and oak, and described foam comprises polyurethane foam and polyvinyl chloride foam, and described resin-based fibrous composite comprises glass fiber and resin.
Described shear connector adopts the indented bars or the steel pipe of stainless steel, and the two ends of shear connector are anchored at the sidewall outside of formwork with nut or welding.
Fill concrete in the semi-enclosed cavity of described formwork.
Be provided with reinforced frame in the described formwork semi-enclosed cavity, described reinforced frame is made up of steel bar stress that vertically is provided with along the formwork semi-enclosed cavity and the stirrup that is wrapped on the steel bar stress.
The present invention has following advantage compared to existing technology:
1, prefab form of the present invention has the function of template and primary structure member concurrently, need not the form removal operation in engineering; Formwork adopts lightweight, corrosion-resistant, resin-based fibrous composite that mechanical property is superior, is well positioned to meet the requirement of engineering that is subjected to force intensity big.
2, formwork production of the present invention is quick and convenient, one-body molded, can directly transport on-the-spot the use after produce in factory is finished to, and construction is laid conveniently, the time and labour saving.
3, formwork of the present invention can be made into different shapes such as straight beam or well beam according to the needs of actual engineering, satisfies the actual needs of different engineerings.
4, formwork surface aesthetic of the present invention, anticorrosion, cleaning are difficult for being stained with dirt, can fully satisfy the requirement of e-factory toilet to dust, air-flow etc.
Description of drawings
Accompanying drawing 1 is one of structural representation of the present invention;
Accompanying drawing 2 is two of a structural representation of the present invention;
Accompanying drawing 3 is the structural representation when in the formwork cavity of the present invention reinforced frame being set;
Structural representation when accompanying drawing 4 is the resin-based fibrous composite for sandwich material of the present invention;
Accompanying drawing 5 is one of straight beam formwork structure schematic diagram of the present invention;
Accompanying drawing 6 is two of a straight beam formwork structure schematic diagram of the present invention;
Accompanying drawing 7 is a nine-squares beam formwork structure schematic diagram of the present invention;
Accompanying drawing 8 is a nine-squares beam transverse sectional view of the present invention;
The schematic diagram that accompanying drawing 9 uses in bridge engineering for straight beam of the present invention;
The schematic diagram that accompanying drawing 10 uses in bridge engineering for nine-squares beam of the present invention;
The schematic diagram that accompanying drawing 11 uses in Industrial Plant for nine-squares beam of the present invention.
Wherein: 1-formwork; 2-sandwich material; 3-protruded object; 4-shear connector; 5-concrete; 6-reinforced frame.
The specific embodiment
The present invention is further illustrated below in conjunction with accompanying drawing and embodiment.
Shown in Fig. 1-8: the prefabricated stressed template of a kind of composite material, comprise formwork 1, formwork 1 is the semi-enclosed cavity of upper opening, be embedded with sandwich material 2 at formwork 1, vertical shear connector 4 that is horizontally installed on formwork 1 sidewall middle and upper part that also is arranged at intervals with in the sidewall upper edge of formwork 1 formwork 1 semi-enclosed cavity, adopt the indented bars of stainless steel or shear connector 4 two ends that steel pipe is made to run through the sidewall of formwork 1 and be anchored at the sidewall outside of formwork 1, be used for fill concrete 5 in the semi-enclosed cavity of formwork 1 with nut or welding.Also be provided with right angle or obtuse angle protruded object 3 on the semi-enclosed cavity inwall of formwork 1, formwork 1 and protruded object 3 all adopt the resin-based fibrous composite to make, wherein the resin-based fibrous composite comprises glass fiber and resin, glass fiber in the resin-based fibrous composite adopt single shaft to, twin shaft to, multiaxis to layout, the resin in the resin-based fibrous composite adopts unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins; In addition when the concrete 5 that is provided with in the cavity is ordinary concrete, consider from the angle of stressed safety, also can in the semi-enclosed cavity of formwork 1, be provided with reinforced frame 6, reinforced frame 6 is made up of steel bar stress that vertically is provided with along formwork 1 semi-enclosed cavity and the stirrup that is wrapped on the steel bar stress, in order to strengthen the prefabricated stressed template strength of composite material of the present invention.
The sandwich material 2 that uses above can be light wood, foam or resin-based fibrous composite; In general use the interlayer in light wood and the foam-filled formwork 1, wherein light wood comprises paulownia wood, China fir and oak, and foam comprises polyurethane foam and polyvinyl chloride foam; But, can use above-mentioned resin-based fibrous composite to fill interlayer when for the rigidity that strengthens formwork 1 with when reducing the interface number of plies of formwork 1.Formwork 1 recited above and sandwich material 2 all are prepared from by vacuum guiding and forming technique.Generally speaking, the concrete 5 that is provided with in the cavity is foam concrete such as cement foam concrete, gypsum foam concrete, volcano grey matter cementitious materials foam concrete.
Above-mentioned described formwork 1 be shaped as straight beam or nine-squares beam.Does not extend to horizontal direction on the top that can be considered its semi-enclosed cavity of the formwork 1 of straight beam shape, the cross-sectional structure schematic diagram that is the prefabricated stressed template of straight beam type shown in Figure 2, the structural representation that is the prefabricated stressed template of straight beam type shown in Figure 5; The semi-enclosed cavity top of the formwork 1 that straight beam adopted in addition can be parallel continuous after horizontal direction is extended, also can get a kind of special straight beam form, structural representation as shown in Figure 6, this form also can be regarded be arranged in parallel surface layer that the back uses the resin-based fibrous composite identical with formwork 1 material to make of a plurality of straight beam shape formworks 1 as and be interconnected and make, and Fig. 8 can be considered the lateral cross section structural representation of the prefabricated stressed template of straight beam type of this special construction.The formwork 1 that nine-squares beam shape formwork 1 can be considered straight beam shape connects and the surface layer that uses the resin-based fibrous composite identical with formwork 1 material to make on the top of semi-enclosed cavity interconnects and makes along direction quadrature in length and breadth, the semi-enclosed cavity top that also can regard formwork 1 as links to each other in length and breadth after horizontal direction is extended and makes, Fig. 7 is the structural representation of nine-squares beam shape formwork 1, and same Fig. 8 also can be considered the nine-squares beam shape formwork edge cross section structure schematic diagram of direction in length and breadth.In the production of reality, no matter be protruded object 3 that is provided with on the formwork 1 of nine-squares beam and straight beam shape and the sandwich material 2 that is embedded with, the cavity inner wall and the shear connector 4 that is provided with, all can be one-body molded, produce fast.
Be illustrated in figure 9 as the schematic diagram that straight beam of the present invention uses in bridge engineering, when the prefabricated stressed template of composite material is used for bridge engineering, vertically get one and stride 9 meters of bridge lengths, laterally get 3.75 meters of bicycle road width, with the straight beam shape formwork 1 of some keep at a certain distance away vertically be held on bridge pier bearing pad after filled and process concrete 5 get final product.The formwork 1 that the resin-based fibrous composite is made is to be formed by glass fiber and resin solidification, formwork 1 embedded sandwich material 2 uses the paulownia wood core simultaneously, the right angle protruded object 3 of some is set in the semi-enclosed cavity of formwork 1, the material of right angle protruded object 3 is identical with formwork 1, form the adhesion strengths at interfaces in order to 5 backs of filled and process concrete in the semi-enclosed cavity that strengthens formwork 1 and formwork 1, and steel pipe shear connector 4 is set at a certain distance in the inside of formwork 1.
The schematic diagram that in bridge engineering, uses for nine-squares beam of the present invention as shown in figure 10, when the prefabricated stressed template of composite material is used for bridge engineering, vertically get one and stride 9 meters of bridge lengths, laterally get 3.75 meters of bicycle road width, the formwork 1 back filled and process concrete 5 of directly laying the nine-squares beam shape between bridge pier gets final product.The formwork 1 that the resin-based fibrous composite is made is to be formed by glass fiber and resin solidification, formwork 1 embedded sandwich material 2 uses the paulownia wood core simultaneously, the right angle protruded object 3 of some is set in the semi-enclosed cavity of formwork 1, the material of right angle protruded object 3 is identical with formwork 1, form the adhesion strengths at interfaces in order to 5 backs of filled and process concrete in the semi-enclosed cavity that strengthens formwork 1 and formwork 1, and steel pipe shear connector 4 is set at a certain distance in the inside of formwork 1.
Be illustrated in figure 3 as the cross section structure schematic diagram when in the formwork cavity of the present invention reinforced frame being set, when the prefabricated stressed template of composite material is used for bridge engineering, vertically get one and stride 9 meters of bridge lengths, laterally get 3.75 meters of bicycle road width, between bridge pier, directly lay the formwork 1 of nine-squares beam shape.The formwork 1 that the resin-based fibrous composite is made is to be formed by glass fiber and resin solidification, formwork 1 embedded sandwich material 2 uses the paulownia wood core simultaneously, the right angle protruded object 3 of some is set in the semi-enclosed cavity of formwork 1, the material of right angle protruded object 3 is identical with formwork 1, and steel pipe shear connector 4 is set at a certain distance in the inside of formwork 1, reinforced frame 6 is set in the semi-enclosed cavity of formwork 1 in addition, in order to strengthen the prefabricated stressed template strength of composite material of the present invention, directly build ordinary concrete 5 then and get final product.
The schematic diagram that in Industrial Plant, uses for nine-squares beam of the present invention as shown in figure 11, when the prefabricated stressed template of composite material is used for electronics factory building or toilet's engineering, getting the post distance is 9 meters, forming the square superstructure of 9m * 9m, is that the formwork 1 of 9 meters square nine-squares beam shape is held on back, quadrangular prism top filled and process concrete 5 by lifting and gets final product with the length of side.The formwork 1 that the resin-based fibrous composite is made is to be formed by glass fiber and resin solidification, formwork 1 embedded sandwich material 2 uses the paulownia wood core simultaneously, the right angle protruded object 3 of some is set in the semi-enclosed cavity of formwork 1, the material of right angle protruded object 3 is identical with formwork 1, form the adhesion strengths at interfaces in order to 5 backs of filled and process concrete in the semi-enclosed cavity that strengthens formwork 1 and formwork 1, and steel pipe shear connector 4 is set at a certain distance in the inside of formwork 1.
The part that the present invention does not relate to prior art that maybe can adopt all same as the prior art is realized.
Claims (9)
1. in the prefabricated stressed template of a kind of composite material, comprise formwork (1), it is characterized in that described formwork (1) is the semi-enclosed cavity of upper opening, formwork (1) is embedded with sandwich material (2), the longitudinal separation of sidewall upper edge formwork (1) semi-enclosed cavity of formwork (1) is provided with shear connector (4), described shear connector (4) is horizontally installed on the middle and upper part of formwork (1) sidewall, and the sidewall of formwork (1) is run through at the two ends of shear connector (4).
2. the prefabricated stressed template of composite material according to claim 1, what it is characterized in that described formwork (1) is shaped as straight beam or nine-squares beam.
3. the prefabricated stressed template of composite material according to claim 1 is characterized in that the semi-enclosed cavity inwall of described formwork (1) is provided with protruded object (3).
4. the prefabricated stressed template of composite material according to claim 3, what it is characterized in that described protruded object (3) is shaped as right angle protruded object or obtuse angle protruded object.
5. according to claim 1 or the prefabricated stressed template of 3 described composite materials, it is characterized in that described formwork (1) and protruded object (3) adopt the resin-based fibrous composite to make; Described resin-based fibrous composite comprises glass fiber and resin, glass fiber in the resin-based fibrous composite adopt single shaft to, twin shaft to, multiaxis to layout, the resin in the resin-based fibrous composite adopts unsaturated polyester (UP), vinylite, epoxy resin or phenolic resins.
6. the prefabricated stressed template of composite material according to claim 1 is characterized in that described sandwich material (2) is light wood, foam or resin-based fibrous composite; Described light wood comprises paulownia wood, China fir and oak, and described foam comprises polyurethane foam and polyvinyl chloride foam, and described resin-based fibrous composite comprises glass fiber and resin.
7. the prefabricated stressed template of composite material according to claim 1 is characterized in that described shear connector (4) adopts the indented bars or the steel pipe of stainless steel, and the two ends of shear connector (4) are anchored at the sidewall outside of formwork (1) with nut or welding.
8. the prefabricated stressed template of composite material according to claim 1 is characterized in that fill concrete (5) in the semi-enclosed cavity of described formwork (1).
9. the prefabricated stressed template of composite material according to claim 1, it is characterized in that being provided with reinforced frame (6) in described formwork (1) semi-enclosed cavity, described reinforced frame (6) is made up of steel bar stress that vertically is provided with along formwork (1) semi-enclosed cavity and the stirrup that is wrapped on the steel bar stress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110061231.XA CN102127965B (en) | 2011-03-15 | 2011-03-15 | Composite precast stressed template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110061231.XA CN102127965B (en) | 2011-03-15 | 2011-03-15 | Composite precast stressed template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102127965A true CN102127965A (en) | 2011-07-20 |
| CN102127965B CN102127965B (en) | 2012-12-26 |
Family
ID=44266218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110061231.XA Expired - Fee Related CN102127965B (en) | 2011-03-15 | 2011-03-15 | Composite precast stressed template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102127965B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107057191A (en) * | 2017-05-03 | 2017-08-18 | 李云全 | A kind of hollow plastic formwork and preparation method thereof |
| CN107268982A (en) * | 2017-05-23 | 2017-10-20 | 李云全 | A kind of frequency identification electronic chip portfolio template |
| CN107794932A (en) * | 2017-11-06 | 2018-03-13 | 固远晨通科技发展有限公司 | A kind of light-weight foamed concrete backfill bridge pier structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5551204A (en) * | 1994-04-22 | 1996-09-03 | Mayrand; Paul | Composite structural steel wall reinforced with concrete and mold therefor |
| DE10222907A1 (en) * | 2001-02-26 | 2003-03-13 | Domres Kai | Shuttering for constructing building foundation, has side wall braced by buttress against external pressure |
| CN2866679Y (en) * | 2006-01-27 | 2007-02-07 | 贵州大学 | Reinforced concrete cross-ribbed large panel floors with phosphogypsum form as ceiling |
| CN201024661Y (en) * | 2007-04-10 | 2008-02-20 | 南京工业大学 | Composite material form board |
| CN101144327A (en) * | 2007-10-15 | 2008-03-19 | 倪洪伟 | Macromolecule enhancement composite templet |
| CN201981779U (en) * | 2011-03-15 | 2011-09-21 | 南京工业大学 | Prefabrication stressed template made from composite materials |
-
2011
- 2011-03-15 CN CN201110061231.XA patent/CN102127965B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5551204A (en) * | 1994-04-22 | 1996-09-03 | Mayrand; Paul | Composite structural steel wall reinforced with concrete and mold therefor |
| DE10222907A1 (en) * | 2001-02-26 | 2003-03-13 | Domres Kai | Shuttering for constructing building foundation, has side wall braced by buttress against external pressure |
| CN2866679Y (en) * | 2006-01-27 | 2007-02-07 | 贵州大学 | Reinforced concrete cross-ribbed large panel floors with phosphogypsum form as ceiling |
| CN201024661Y (en) * | 2007-04-10 | 2008-02-20 | 南京工业大学 | Composite material form board |
| CN101144327A (en) * | 2007-10-15 | 2008-03-19 | 倪洪伟 | Macromolecule enhancement composite templet |
| CN201981779U (en) * | 2011-03-15 | 2011-09-21 | 南京工业大学 | Prefabrication stressed template made from composite materials |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107057191A (en) * | 2017-05-03 | 2017-08-18 | 李云全 | A kind of hollow plastic formwork and preparation method thereof |
| CN107268982A (en) * | 2017-05-23 | 2017-10-20 | 李云全 | A kind of frequency identification electronic chip portfolio template |
| CN107268982B (en) * | 2017-05-23 | 2019-05-31 | 长安大学 | A kind of frequency identification electronic chip portfolio template |
| CN107794932A (en) * | 2017-11-06 | 2018-03-13 | 固远晨通科技发展有限公司 | A kind of light-weight foamed concrete backfill bridge pier structure |
| CN107794932B (en) * | 2017-11-06 | 2023-10-03 | 固远晨通科技发展有限公司 | Pier structure is backfilled to foam lightweight concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102127965B (en) | 2012-12-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101644082B (en) | Assembling method of gypsum evacuated mould | |
| CN101858119A (en) | Reinforced concrete hollow floor slab and construction method | |
| CN205063133U (en) | Superimposed sheet superstructure system of prestressing force bottom plate based on take truss | |
| CN102127965B (en) | Composite precast stressed template | |
| CN107178173A (en) | A kind of concrete curtain wall plate being made up of cellular board component and preparation method | |
| CN202530370U (en) | Channel steel-concrete composite beam with novel shear connector | |
| CN102409848A (en) | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor | |
| CN206538910U (en) | The curtain wall construction column template reinforcement system of horn mouth formula | |
| CN201981779U (en) | Prefabrication stressed template made from composite materials | |
| CN109868751B (en) | Assembled track beam concrete post-pouring notch, template and construction method | |
| CN105369735B (en) | A kind of corrugated arch core filled composite material combined bridge deck | |
| CN110056117B (en) | Corrugated surface hollow FRP profile sea sand concrete slab structure | |
| CN107443560A (en) | A kind of production line for cutting shaping haydite concrete prefabricated panel | |
| CN201176551Y (en) | Precast slab for roads | |
| CN204023921U (en) | The hollow stair of assembling beam type sliding support | |
| CN206957042U (en) | Light composite heat insulation outer wall plate and particular manufacturing craft | |
| CN207273527U (en) | A kind of production line for cutting shaping haydite concrete prefabricated panel | |
| CN202882227U (en) | Pre-embedded zigzag concrete horse-shaped stool | |
| CN106142339A (en) | A kind of automatic production line of mechanical presses molding prestressed concrete base plate | |
| CN105350718A (en) | Reinforcement permanency beam formwork and manufacturing method for concrete structural member with shearing resistance | |
| CN202299060U (en) | Fireproof cast-in-place open-web floor | |
| CN104612394B (en) | A kind of multi-purpose type Combined formwork | |
| CN201627361U (en) | FRP glass fiber reinforced plastic-wood composite formwork system | |
| CN212428077U (en) | Stair step template construction structures | |
| CN202273343U (en) | Open web floor made of reinforced bar foam combination filling component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20110720 Assignee: GREEN BUILDING RESEARCH CENTER Assignor: Nanjing Tech University Contract record no.: 2014320000653 Denomination of invention: Composite precast stressed template Granted publication date: 20121226 License type: Exclusive License Record date: 20140829 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121226 Termination date: 20210315 |