CN201420392Y - Convex column welding type building template - Google Patents
Convex column welding type building template Download PDFInfo
- Publication number
- CN201420392Y CN201420392Y CN2009200713272U CN200920071327U CN201420392Y CN 201420392 Y CN201420392 Y CN 201420392Y CN 2009200713272 U CN2009200713272 U CN 2009200713272U CN 200920071327 U CN200920071327 U CN 200920071327U CN 201420392 Y CN201420392 Y CN 201420392Y
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- Prior art keywords
- construction formwork
- projection
- gusset
- welded type
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- Expired - Fee Related
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- 238000005493 welding type Methods 0.000 title abstract 3
- 239000004033 plastic Substances 0.000 claims abstract description 14
- 229920003023 plastic Polymers 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 10
- 230000010355 oscillation Effects 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 40
- 238000009415 formwork Methods 0.000 claims description 36
- 230000002787 reinforcement Effects 0.000 claims description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000000835 fiber Substances 0.000 claims description 8
- 239000003365 glass fiber Substances 0.000 claims description 8
- 238000005728 strengthening Methods 0.000 claims description 7
- 230000008569 process Effects 0.000 claims description 6
- 239000011152 fibreglass Substances 0.000 claims description 5
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 22
- 239000002131 composite material Substances 0.000 description 8
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 6
- 235000017491 Bambusa tulda Nutrition 0.000 description 6
- 241001330002 Bambuseae Species 0.000 description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 6
- 239000011425 bamboo Substances 0.000 description 6
- 239000011521 glass Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000007306 turnover Effects 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 229920002799 BoPET Polymers 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 239000005041 Mylar™ Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- 229910021502 aluminium hydroxide Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000005007 epoxy-phenolic resin Substances 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 229910052882 wollastonite Inorganic materials 0.000 description 1
- 239000010456 wollastonite Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a convex column welding type building template which comprises two layers of plastic working panels and reinforced rib plates. The reinforced rib plates are arranged in theplastic working panels, a convex column is respectively arranged between two adjacent reinforced ribs, the positions of the convex columns on the two layers of plastic working panels are corresponding one by one, and the working panels are welded into a whole by the convex columns through the high-frequency oscillation rubbing technique. Each reinforced rib plate comprises a rim reinforced rib plate and a middle reinforced rib plate, the rim reinforced rib plate is surrounded into the shape of a frame, and the middle reinforced rib plate which presents the crossed shape is intersected with the rim reinforced rib plate in a T-shaped manner. Angular reinforced ribs are arranged between the rim reinforced rib plates and the working panels. A T-shaped connecting rib plate is arranged at the converging position of each rim reinforced rib plate. The convex column welding type building template has the characteristics of novel structure, low cost, firm welding, convenient using and high practicability.
Description
Technical field
The utility model relates to construction formwork, particularly a kind of construction formwork of projection welded type.
Background technology
Template is a construction tool important in the structure construction, and form work engineering generally accounts for the 20-30% of reinforced concrete work expense, accounts for the 30-40% of the amount of labour, accounts for about 40% of the duration.Therefore, the raising of mould plate technique can reduce construction cost, save the labour and speed up the work, and to improving building level important meaning is arranged.
At present, in engineering construction, horizontal shuttering is mainly wooden form, comprises two kinds of bamboo offset plate, wood plywoods.The vertical formwork kind is more, and in Beijing, the higher area of construction technology levels such as Guangdong, Shanghai is based on large steel moulding plate, part adopts wooden form and little punching block, and the relatively low area of other building level is then based on little punching block.Wooden form range of application in engineering construction is the widest, both can be used as horizontal shuttering and has used, and also can be used as vertical formwork and uses.But owing to be subjected to the restriction of China's timber resources, wood plywood output at home is not high, and is in the majority with bamboo offset plate and steel form on the market.But Bamboo Formwork uses the number of turnover less, and actual use has belonged to difficult above 10 times, and the general number of turnover is 5-8 time.That Bamboo Formwork has is cheap, the advantage of light weight, but that bamboo glue pattern plate waters the metope that outpours is of low quality, can not satisfy the construction requirement of high level.The steel form number of turnover is many, generally greater than 100 times, but owing to its price height, than great, is unfavorable for construction, and because the restriction of material itself is big with concrete adhesion stress, is unfavorable for demoulding.
At present construction formwork begins to develop towards the composite material direction, its have in light weight, be easy to the demoulding, advantage that repeat usage is high.Composite material building mould board is more representative just like Chinese utility model patent number 200420089307.5 disclosed composite material building mould boards, this construction formwork comprises upper layer, following surface layer and sandwich layer, its sandwich layer is between upper layer and following surface layer, described upper layer is frp layer with following surface layer, accompanies bonding layer between frp layer and the sandwich layer.The moulding of above-mentioned frp layer is composited by fiber reinforced material, filler and laminated resin, and its thickness is 0.5-10mm; Wherein fiber reinforced material is one or two or more kinds combination in glass fabric, glass felt or the glass fiber; Filler is selected for use in aluminium hydroxide, calcium carbonate, glass microballoon or the acicular wollastonite at least a; Resin is combination at least a in epoxy resin, phenolic resins or the mylar; Form through the press compacting.Sandwich layer is a kind of in Cellular board or the foam central layer.Bonding layer is by fiber reinforced material and adhesive solidification and form, and wherein fiber reinforced material is one or two or more kinds combination in glass fabric, glass felt or the glass fiber; Bonding adhesive can be selected for use in epoxy resin or the mylar a kind of.
Above-mentioned composite material building mould board adopts slabbed construction, can the cutting assembly unit; The fiber reinforcement mask has enough intensity, and it uses the number of turnover can reach 50 times, and strong erosion resistant ability is arranged; Control the thickness and the surface finish of this composite material building mould board by the combination of mould or press or mould and press, its construction quality is higher than the quality of Bamboo Formwork, and template density is far below steel form.The composite material template surface is little to concrete adhesive power, is convenient to the demoulding, helps building out smooth metope.
The applicant once applied for similarly patent, be China Patent No. 200710036384.2 disclosed a kind of construction formwork and injection molding forming method and moulding forms, it is to be made of a working panel and the reinforcement gusset that is positioned at the working panel back side, it is more environmental and durable than the construction formwork of existing glass fiber reinforced plastics composite material, and therefore described construction formwork is still waiting further improvement.
The utility model content
Technical problem to be solved in the utility model is, overcomes the shortcoming of existing building template, and a kind of construction formwork of projection welded type is provided, and makes easily, and is easy to use, solid and reliable.
In order to address the above problem the technical solution of the utility model is such:
A kind of construction formwork of projection welded type is formed by the glass fiber reinforced plastics injection, the reinforcement gusset formation that it comprises the two layers of plastic working panel and is positioned at the plastics working panel.
The corresponding welding of reinforcing rib in the described two layers of plastic working panel can prevent that the impurity such as wood chip of a side are splashed to opposite side.
Reinforcement gusset on the described working panel is arranged more sparse, between the space of two adjacent reinforcing ribs projection is set, and the projection between the two-layer panel is one to one on positional alignment.So just can save the use amount of reinforcing rib, effectively reduce cost, the panel welding is also very firm.
Described two layers of plastic working panel is welded by higher-order of oscillation friction process, and under the effect of high-frequency frictional oscillation, the two layers of plastic panel is by projection is integrally welded one to one; The reinforcement gusset that is positioned at the two layers of plastic working panel also can be welded in one under the high-frequency frictional oscillation effect.
The described reinforcement gusset that is positioned at panel comprises that gusset is strengthened at the edge that surrounds shaped as frame and the middle gusset of strengthening constitutes.The middle gusset of strengthening becomes cross-shaped, and becomes the T font to intersect with the reinforcement gusset at edge.The thickness of described reinforcement gusset is 2-6mm, adopts round-corner transition at its infall.Between the reinforcement gusset at described edge and working panel, be provided with the dihedral reinforcing rib.Be provided with T shape in the intersection of the reinforcement gusset at described edge and connect gusset.
Consider the requirement of Shooting Technique and structural strength, the glass fiber reinforced plastics that the utility model adopts is a glass fiber reinforced polypropylene.Adopting glass fiber is that length is the 0.3-5mm short fiber.
Construction formwork connects in flakes for convenience, offers the construction formwork connecting through hole on the reinforcement gusset at described edge.
The beneficial effects of the utility model are, the construction formwork that has the two layers of plastic working panel to be composited is more sturdy and durable, easy to use; This construction formwork strengthens by gusset, and intensity is good, and the template after damaging can recycling, than the construction formwork environmental protection more of existing glass fiber reinforced plastics composite material.
Description of drawings
Describe the utility model in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is the structural representation of one deck working panel of the present utility model.
Fig. 2 is the structural representation of another layer working panel of the present utility model.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
Referring to Fig. 1,2, a kind of working panel of projection welded type, the reinforcement gusset 11,21 that comprises two layers of plastic working panel 1,2 and be positioned at working panel constitutes;
The corresponding welding of reinforcing rib of the reinforcement gusset 21 on the reinforcing rib of the reinforcement gusset 11 on the working panel 1 and the working panel 2 can prevent that the impurity such as wood chip of a side are splashed to opposite side.
Reinforcing rib on the working panel is arranged more sparse, and the use amount of having saved reinforcing rib is provided with projection 3 between the space of every adjacent two reinforcing ribs, and the projection 3 on the working panel 1 is one to one on the position with the projection 3 on the working panel 2.
Working panel 1 all is plastic with working panel 2, is welded in one by many projections 3 under higher-order of oscillation friction process; The reinforcement gusset 11 that is positioned at working panel 1 is welded in one with the reinforcement gusset 21 that is positioned at working panel 2 under same higher-order of oscillation friction process; So just formed a firmly reliable again construction formwork.
Described reinforcement gusset comprises that the reinforcement gusset at the edge that surrounds shaped as frame and the middle gusset of strengthening constitute, and the middle gusset of strengthening becomes cross-shaped, and becomes the T font to intersect with the reinforcement gusset at edge.The thickness of strengthening gusset is generally 2-6mm, adopts fillet R transition at its infall.The radius of fillet R is generally between 0.5-2mm.
In building construction process, the connection of this construction formwork for convenience is in blocks, offers the construction formwork connecting through hole on the reinforcement gusset 11 and 21 at edge.The diameter of this connecting through hole is 6.5mm, can hold the M6 bolt and pass through.
Between the reinforcement gusset at edge and working panel, be provided with the dihedral reinforcing rib.The intersection of the reinforcement gusset at edge is provided with T shape and connects gusset.
It is single injection-molded that working panel, reinforcement gusset, dihedral reinforcing rib, T shape connect gusset.
Consider the requirement of structural strength, the length of glass fiber will be grown a bit, but glass fibre length greatly enhances, and will have influence on its flowability, so the length of glass fiber is the 1.2mm short fiber.
In the process of injection mo(u)lding, construction formwork after generally will adopting several push rods with moulding ejects, so working panel is thicker in the greater than other parts of push rod contact, and is provided with reinforcing rib at the position of push rod contact, when ejecting, can not push up working panel bad like this.
The working panel of a kind of projection welded type of the utility model is welded in one by projection with two working panels, and novel structure is easy to use, practical.
More than show and described basic principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present utility model; the utility model also has various changes and modifications under the prerequisite that does not break away from the utility model spirit and scope, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (10)
1, a kind of construction formwork of projection welded type, it is characterized in that, form by the glass fiber reinforced plastics injection, the reinforcement gusset formation that it comprises the two layers of plastic working panel and is positioned at the working panel back side, be provided with projection between two adjacent reinforcing ribs, the projection on the two layers of plastic working panel is corresponding one by one.
2, the construction formwork of a kind of projection welded type according to claim 1 is characterized in that, described two layers of plastic working panel is under higher-order of oscillation friction process, and the projection by correspondence is welded in one.
3, the construction formwork of a kind of projection welded type according to claim 1 is characterized in that, described projection is hollow or solid three-dimensional pillar.
4, the construction formwork of a kind of projection welded type according to claim 1 is characterized in that, described reinforcement gusset comprises that gusset is strengthened at the edge that surrounds shaped as frame and the middle gusset of strengthening constitutes.
5, the construction formwork of a kind of projection welded type according to claim 1 is characterized in that, the described middle gusset of strengthening becomes cross-shaped, and becomes the T font to intersect with the reinforcement gusset at edge.
6, the construction formwork of a kind of projection welded type according to claim 4 is characterized in that, offers the construction formwork connecting through hole on the reinforcement gusset at described edge.
7, the construction formwork of a kind of projection welded type according to claim 1 is characterized in that, described glass fiber is that length is the 0.3-5mm short fiber.
8, the construction formwork of a kind of projection welded type according to claim 4 is characterized in that, is provided with T shape in the intersection of the reinforcement gusset at described edge and connects gusset.
9, the construction formwork of a kind of projection welded type according to claim 5 is characterized in that, the thickness of described reinforcement gusset is 2-6mm, adopts round-corner transition at its infall.
10, the construction formwork of a kind of projection welded type according to claim 5 is characterized in that, is provided with the dihedral reinforcing rib between the reinforcement gusset at described edge and working panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200713272U CN201420392Y (en) | 2009-04-29 | 2009-04-29 | Convex column welding type building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200713272U CN201420392Y (en) | 2009-04-29 | 2009-04-29 | Convex column welding type building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201420392Y true CN201420392Y (en) | 2010-03-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200713272U Expired - Fee Related CN201420392Y (en) | 2009-04-29 | 2009-04-29 | Convex column welding type building template |
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| Country | Link |
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| CN (1) | CN201420392Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929361A (en) * | 2015-06-30 | 2015-09-23 | 芜湖弛科排水材料贸易有限公司 | Composite plastic formwork for floor slab with cross beam pouring grooves |
| CN105239770B (en) * | 2015-09-29 | 2017-10-31 | 中国建筑股份有限公司 | Integrated casting steel framework plastic building template system |
| CN110424717A (en) * | 2019-08-02 | 2019-11-08 | 南京斯贝尔复合材料有限责任公司 | FRP template for building and preparation method thereof |
-
2009
- 2009-04-29 CN CN2009200713272U patent/CN201420392Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929361A (en) * | 2015-06-30 | 2015-09-23 | 芜湖弛科排水材料贸易有限公司 | Composite plastic formwork for floor slab with cross beam pouring grooves |
| CN105239770B (en) * | 2015-09-29 | 2017-10-31 | 中国建筑股份有限公司 | Integrated casting steel framework plastic building template system |
| CN110424717A (en) * | 2019-08-02 | 2019-11-08 | 南京斯贝尔复合材料有限责任公司 | FRP template for building and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100310 Termination date: 20120429 |