CN2184038Y - Wood-bamboo plywood formwork with steel section frame - Google Patents
Wood-bamboo plywood formwork with steel section frame Download PDFInfo
- Publication number
- CN2184038Y CN2184038Y CN 93230487 CN93230487U CN2184038Y CN 2184038 Y CN2184038 Y CN 2184038Y CN 93230487 CN93230487 CN 93230487 CN 93230487 U CN93230487 U CN 93230487U CN 2184038 Y CN2184038 Y CN 2184038Y
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- China
- Prior art keywords
- mentioned
- steel
- frame
- plate
- veneer
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- 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.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 34
- 239000010959 steel Substances 0.000 title claims abstract description 34
- 239000011425 bamboo Substances 0.000 title claims abstract description 26
- 239000011120 plywood Substances 0.000 title claims abstract description 12
- 238000009415 formwork Methods 0.000 title abstract 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 23
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 23
- 241001330002 Bambuseae Species 0.000 claims abstract description 23
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 23
- 239000002023 wood Substances 0.000 claims abstract description 11
- 229910000746 Structural steel Inorganic materials 0.000 claims description 14
- 239000003351 stiffener Substances 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 6
- 238000004080 punching Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000005011 phenolic resin Substances 0.000 claims description 5
- 229920001568 phenolic resin Polymers 0.000 claims description 5
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 210000001364 upper extremity Anatomy 0.000 claims description 2
- 238000005755 formation reaction Methods 0.000 claims 1
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 239000002253 acid Substances 0.000 abstract 1
- 239000003513 alkali Substances 0.000 abstract 1
- 238000009413 insulation Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007731 hot pressing Methods 0.000 description 1
- 201000001371 inclusion conjunctivitis Diseases 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 206010044325 trachoma Diseases 0.000 description 1
- KNXVOGGZOFOROK-UHFFFAOYSA-N trimagnesium;dioxido(oxo)silane;hydroxy-oxido-oxosilane Chemical compound [Mg+2].[Mg+2].[Mg+2].O[Si]([O-])=O.O[Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O KNXVOGGZOFOROK-UHFFFAOYSA-N 0.000 description 1
- 239000010913 used oil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A wood-bamboo plywood formwork with a section steel frame belongs to building auxiliary equipment and is used for pouring concrete. The template is characterized by comprising a profile steel frame, a transverse and vertical reinforcing rib plate, a nut bearing plate and bamboo or wood or bamboo-wood plywood, wherein the profile steel frame is punched with a plate surface supporting platform and connecting holes. The pouring device has the advantages of light weight, large area, convenience in mounting and dismounting, labor and time saving, compression resistance, particularly large lateral strength, smooth surface, water resistance, moisture resistance, acid resistance, alkali resistance and corrosion resistance, the surface of a poured building is flat and clean, the surface plastering project is reduced, the pouring device can be repeatedly used, the front surface and the back surface of the board can be alternately used, the heat insulation performance is good, and the like.
Description
The utility model discloses a kind of shaped steel steel framework wood bamboo plywood form, belong to the auxiliary equipment technical field that the similar paving of building is used, be mainly used in fluid concrete.
Build the used templates of fluid concrete such as house or bridge and be divided into two big classes in prior art: a class is by planking nail system, because used plank surface is quite coarse without processing, also out-of-flatness of building surface, rough after the demoulding, the nail pallet is time-consuming, can not reuse again, waste a large amount of timber, along with the shortage of timber, this template just progressively is eliminated; Another kind of is the steel template, though this template can be reused, and without timber, operating efficiency is also higher, but steel is under the long-term corrosion of cement, its surface easily produces trachoma, and building surface is also rough smooth after the demoulding, and steel and cement have affinity, be difficult for the demoulding, in order to solve the difficulty of the demoulding, must on steel template plate face, spread one deck used oil and French chalk, not only trouble, and make the contaminated blackening of building surface, especially the building that this surface the has oil stain ash of losing control of one's feelings, the finishing of can't wiping one's face must be made great efforts for this reason oil stain is rooted out.
In order to solve a difficult problem that exists in the above-mentioned prior art, abundant and bamboo is grown up fast in view of China's bamboo timber resource again, the utilization rate height, not fully development and use as yet at present, it is a kind of in light weight that the purpose of this utility model is to provide, area is big, easy installation and removal, saving of work and time is laborsaving, and resistance to compression and lateral rigidity are big, the easily demoulding, can reuse, building surface is smooth smooth after the demoulding, cleans attractive in appearancely, reduces the operation of wiping one's face, be convenient to interconnect, the formation large tracts of land is used, and can realize dry concrete construction, and the shaped steel steel framework of winter construction good heat insulating wood bamboo plywood form.
According to architectural to the technological requirement of fluid concrete and the characteristics of bamboo and wood matter veneer, at the subject matter that exists in the prior art, basic design of the present utility model be with punching press the shaped steel of some inner convex platforms and connecting hole make framework, be embedded in the framework with bamboo matter or the wooden or wooden veneer that combines of bamboo, thereby realize purpose of design.
Of the present utility model be characterised in that described shaped steel steel framework wood bamboo plywood form by punching press inwardly protruding hold plate face brace table that the plate face uses and interconnect the rectangle of big face used connecting hole when using or abnormity as semicircle or be with the structural steel frame of the rectangle etc. of semi arch for supporting for integral mold plate, in order to strengthen bulk strength and to prevent veneer distortion, horizontal reinforcement gusset of using from the back support veneer and vertical strengthening ribs plate, installation nut base plate that nut uses and bamboo matter are installed or the wooden or wooden veneer that combines of bamboo constitutes for support fixation.Behind the above-mentioned structural steel frame it by punch and weld, the above-mentioned veneer that its shape and size all adapt with this frame plane is embedded in the above-mentioned structural steel frame plane and by above-mentioned plate face brace table to be held, be fixed on the above-mentioned installation nut base plate that is welded on each place, angle of said frame by countersunk head screw, the upper limb that makes the positive and structural steel frame of veneer in same plane or the veneer front a little more than frame plane.Each evenly distributes the plate face brace table of punching press on the above-mentioned structural steel frame and connecting hole along above-mentioned structural steel frame peripheral frame is equidistant in same horizontal plane, connecting hole except that peripheral frame with on above-mentioned horizontal, vertical reinforcement gusset, also have, and upper, middle and lower, left, center, right are corresponding separately respectively on same straight line, so that when integral mold plate is interconnected into the large tracts of land use mutually, connects steel rod and can pass each respective connecting smoothly.The above-mentioned gusset of reinforcement anyhow constitutes by the band steel, edge-on use, horizontal flat vertical cross arrangement, about two ends are welded in respectively or on the frame of above-mentioned up and down structural steel frame, weld after middle intersection respectively opens the mutual interlock of half mouth, only establish transverse stiffener rib plate face for narrower template and do not establish the vertical strengthening ribs plate.Above-mentioned veneer is by bamboo matter monolithic or Wooden veneer or bamboo matter single piece clip Wooden veneer, employing phenolic resins gummed, one-time formed through hot pressing, tow sides all cover one deck phenolic resin film so that anyway the two sides be used alternatingly and waterproof protection against the tide, anti-cement corrodes.This template can be made into the long 900～2400mm of the different series of products of specification, wide by 200,250,300,600,900,1200mm etc.
The utility model has the advantages that: because this template has adopted steel framework to inlay the form of structure of veneer, so this template is in light weight, area is big, can satisfy the demand of cast large tracts of land building, easy installation and removal, saving of work and time is laborsaving, be provided with and strengthen gusset anyhow, resistance to compression and lateral strength are big, and the plate face covers one deck phenolic resin film, and the waterproof and dampproof acid-fast alkali-proof of energy is anticorrosive, the also smooth smooth cleaning of building surface after the smooth easy demoulding of smooth surface and the demoulding is attractive in appearance, not only can reduce the operation of wiping one's face, and can realize dry concrete construction, can reuse, plate face positive and negative is used alternatingly, long service life, especially bamboo plywood winter construction good heat insulating, thus casting quality guaranteed.
Accompanying drawing 1 is the framework overall structure schematic diagram of one of the utility model most preferred embodiment, and Fig. 2 is for having adorned overall structure schematic rear view behind the veneer.The inwardly protruded plate face brace table of 1 punching press on frame among the figure, 2 connecting holes, 3 structural steel frames, 4 transverse stiffener rib plates, 5 vertical stiffener rib plates, 6 install nut base plate, 7 veneers.
In this embodiment, structural steel frame 3 adopts thick 3～3.5mm, the shaped steel of wide 55～78mm, every a plate face of 75mm punching press brace table 1, make the rectangular frame of the wide 600mm of welding growth 1200mm, horizontal, vertical reinforcement gusset 4 and 5 is all selected the band steel of the thick 3～3.5mm of wide 43～60mm for use, four angles and strengthen gusset intersection anyhow and respectively weld one and the perpendicular installation nut gripper shoe 6 of frame, every all is trapezoid, the band steel cutting thick by 3mm forms, veneer 7 adopts bamboo matter amberwood, and tow sides all cover phenolic resin film.
Change as present embodiment:
1, overall dimensions and shape can be according to the changes of construction needs;
2, veneer can change into wooden or the wooden veneer that combines of bamboo;
3, framework, the used raw material of reinforcing rib can suitably change.
Claims (4)
1, a kind of shaped steel steel framework wood bamboo plywood form, form by panel and reinforcement, shaped steel steel framework wood bamboo plywood form described in the utility model, by punching press inwardly protruded plate face brace table 1 and interconnect the rectangle or the shape steel rolled stock framework 3 of the connecting hole 2 of usefulness for integral mold plate, transverse stiffener rib plate 4, vertical stiffener rib plate 5, veneer 7 formations that nut base plate 6 and bamboo matter or wooden or wooden bamboo combine are installed, behind above-mentioned structural steel frame 3 it by punch and weld, its shape and size all are embedded in the structural steel frame 3 with the above-mentioned veneer 7 that this frame plane adapts, and hold by above-mentioned plate face brace table 1, be fixed on by countersunk head screw on the installation nut base plate 6 at above-mentioned each place, angle that is welded on said frame 3, the upper limb of the front of veneer 7 and structural steel frame 3 is in identical platform, or the veneer front is a little more than frame plane.
2, shaped steel steel framework wood bamboo plywood form according to claim 1, it is characterized in that above-mentioned plate surface bearing platform 1 and connecting hole 2 are respectively equidistantly equally distributed on same horizontal plane along the peripheral frame of above-mentioned structural steel frame 3, connecting hole 2 also has on above-mentioned transverse stiffener rib plate 4 and vertical stiffener rib plate 5, and upper, middle and lower, corresponding hole, left, center, right are separately respectively on same straight line.
3, shaped steel steel framework wood bamboo plywood form according to claim 1, it is characterized in that above-mentioned horizontal, vertical reinforcement gusset 4 and 5 constitutes by the band steel, horizontal flat vertical cross arrangement, about two ends are welded in respectively or on the frame of above-mentioned up and down structural steel frame 3, only establish transverse stiffener rib plate 4 for narrower template.
4, shaped steel steel framework wood bamboo plywood form according to claim 1 is characterized in that above-mentioned veneer 7 tow sides all cover one deck phenolic resin film, and the two sides can be used alternatingly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93230487 CN2184038Y (en) | 1993-03-18 | 1993-03-18 | Wood-bamboo plywood formwork with steel section frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93230487 CN2184038Y (en) | 1993-03-18 | 1993-03-18 | Wood-bamboo plywood formwork with steel section frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2184038Y true CN2184038Y (en) | 1994-11-30 |
Family
ID=33807131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93230487 Expired - Fee Related CN2184038Y (en) | 1993-03-18 | 1993-03-18 | Wood-bamboo plywood formwork with steel section frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2184038Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956454A (en) * | 2010-10-16 | 2011-01-26 | 徐秀良 | Hollow filled plastic-steel building template and composite structure |
| CN103015708A (en) * | 2012-12-05 | 2013-04-03 | 中天建设集团有限公司 | Sized lowering plate supporting die frame body |
| CN103835493A (en) * | 2014-02-19 | 2014-06-04 | 杨玉喜 | Steel and aluminum combined section bar and manufacturing method of steel and aluminum combined section bar |
| CN104975713A (en) * | 2015-07-10 | 2015-10-14 | 潘庆功 | Composite building template |
| CN113228255A (en) * | 2018-11-08 | 2021-08-06 | 阿莫善斯有限公司 | Interposer |
| CN115370125A (en) * | 2021-05-17 | 2022-11-22 | 郑州固德模板新材料科技有限公司 | High-strength composite template |
-
1993
- 1993-03-18 CN CN 93230487 patent/CN2184038Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956454A (en) * | 2010-10-16 | 2011-01-26 | 徐秀良 | Hollow filled plastic-steel building template and composite structure |
| CN101956454B (en) * | 2010-10-16 | 2011-11-16 | 徐秀良 | Hollow filled plastic-steel building template and composite structure |
| CN103015708A (en) * | 2012-12-05 | 2013-04-03 | 中天建设集团有限公司 | Sized lowering plate supporting die frame body |
| CN103835493A (en) * | 2014-02-19 | 2014-06-04 | 杨玉喜 | Steel and aluminum combined section bar and manufacturing method of steel and aluminum combined section bar |
| CN104975713A (en) * | 2015-07-10 | 2015-10-14 | 潘庆功 | Composite building template |
| CN113228255A (en) * | 2018-11-08 | 2021-08-06 | 阿莫善斯有限公司 | Interposer |
| CN115370125A (en) * | 2021-05-17 | 2022-11-22 | 郑州固德模板新材料科技有限公司 | High-strength composite template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |