CN210500759U - Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete - Google Patents
Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete Download PDFInfo
- Publication number
- CN210500759U CN210500759U CN201821820268.XU CN201821820268U CN210500759U CN 210500759 U CN210500759 U CN 210500759U CN 201821820268 U CN201821820268 U CN 201821820268U CN 210500759 U CN210500759 U CN 210500759U
- Authority
- CN
- China
- Prior art keywords
- mould
- high performance
- performance concrete
- mould platform
- steel
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a two steel sheet stainless steel of ultra high performance concrete are compound from maintenance mould platform, including mould deck plate, mould platform frame and heat energy pipe-line system, be provided with corrosion resistant plate on the mould deck plate, the corrosion resistant plate lower extreme is connected and is provided with ultra high performance concrete, the ultra high performance concrete lower extreme is provided with the sheet steel, the sheet steel upper end is connected and is provided with the mould platform frame, mould platform frame upper end is connected and is provided with mould platform frame girder, the inside secondary beam of mould platform, the inside support of mould platform, the mould platform landing leg, be provided with heat supply pipeline in the mould platform frame and be responsible for and heat supply pipeline group piece, heat supply pipeline is responsible for and heat supply pipeline group piece lower extreme is provided with heat energy pipe-line system, be provided with thermal insulation membrane, heated board, PLASTIC LAMINATED in the heat energy pipe-line system, the utility model discloses rational in, Poor wear resistance and corrosion resistance, long maintenance period and low production efficiency.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a two steel sheet stainless steel of ultra high performance concrete are compound from maintenance mould platform.
Background
Along with the development of a prefabricated part production process, the traditional mould table cannot meet the production requirements of prefabricated parts, the traditional mould table generally has the defects of unreasonable structure, poor rigidity and large deformation, and particularly has the problems of low torsion resistance, large warping deformation, poor machining size precision, poor wear resistance and corrosion resistance and the like.
The steel mould platform is mainly a main beam and an inner secondary beam around the mould platform, the secondary beam and the main beam are covered with a common steel panel, the rigidity of the whole mould platform is poor, and the steel mould platform is extremely easy to bend and twist in the hoisting and overturning processes.
And secondly, the production and maintenance flow stations of the prefabricated part are separated, so that the energy consumption and the production cost are high, and the quality of the part is difficult to control.
Thirdly, the labor amount is large, the maintenance period is long, the production efficiency is low, and the collision and damage of the carrying equipment are caused.
Therefore, the utility model provides a two steel sheet stainless steel of ultra-high performance concrete are compound from maintenance moulding platform.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the technical problem existing in the prior art and providing a compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete.
In order to achieve the above object, the utility model provides a following technical scheme: including mould deck plate, mould platform frame and heat energy pipe-line system, be provided with corrosion resistant plate on the mould deck plate, the connection of corrosion resistant plate lower extreme is provided with the ultra high performance concrete, the ultra high performance concrete lower extreme is provided with the sheet steel, the sheet steel upper end is connected and is provided with the mould platform frame, the connection of mould platform frame upper end is provided with mould platform frame girder, the inside secondary beam of mould platform, the inside support of mould platform, mould platform landing leg, be provided with heat supply pipeline in the mould platform frame and be responsible for and heat supply pipeline group piece, heat supply pipeline is responsible for and heat supply pipeline group piece lower extreme is provided with heat energy pipe-line system, be provided with heat insulation membrane, heated board, PLASTIC LAMINATED in the heat energy pipe-line system, the utility model discloses rational in infrastructure solves the problem that current steel mould platform plane rigidity is poor.
Preferably, the die table panel is composed of a stainless steel plate, ultra-high performance concrete and a thin steel plate.
Preferably, the thin steel plate is a die table panel bottom plate, and a 15mm high @300x300 steel grid is welded on the upper part of the die table bottom plate to form a panel bottom plate layer; the middle of the concrete is 30mm thick ultrahigh-performance concrete, a finished product b4@100x100 reinforcing steel bar mesh is arranged in the ultrahigh-performance concrete, the strength of the finished product reinforcing steel bar mesh to the concrete is enhanced, and anti-cracking measures are taken,
preferably, the top plate of the die table panel is a martensitic stainless steel plate with the thickness of 3mm, the stainless steel has magnetism, the stainless steel plate of each block and the adjacent stainless steel folded edge are placed in the V-shaped groove, the V-shaped folded groove is welded by a special welding rod for the stainless steel, the stainless steel is tightly combined with the ultra-high performance concrete through a welding nail, and the flatness of the stainless steel panel is integrally guaranteed.
Preferably, heat energy pipe-line system comprises heat supply pipeline person in charge, heat supply pipeline group piece, heat insulation reflective membrane, heated board, PLASTIC LAMINATED, and pipe-line system sets up inside steel frame, and heat insulation reflective membrane and heated board and PLASTIC LAMINATED set up the mould platform bottom and constitute the heat preservation insulating layer. And an independent and closed heat insulation layer is formed with the middle heat energy pipeline and the upper panel layer, so that the loss of the conveyed heat energy is reduced and the fire prevention and isolation measures of the steel formwork component are taken as much as possible.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model has reasonable structure, large integral rigidity of the die table, low steel amount for the structure, simple lifting and overturning process of the die table and easy operation; the manufacturing and maintenance are integrated, the energy consumption and the production cost are low, and the component quality is easy to control; short maintenance period, small labor workload, high production efficiency and strong practicability.
Drawings
Fig. 1 is a plan view of the framework of the mold table of the present invention.
Fig. 2 is a longitudinal side view of the mold table frame of the present invention.
Fig. 3 is a transverse side view of the mold table framework of the present invention.
Fig. 4 is a schematic view of the panel structure of the present invention.
Fig. 5 is a schematic view of the model platform structure node of the present invention.
Fig. 6 is a schematic view of the mold table heating pipeline of the present invention.
In the figure: 1-stainless steel plate, 2-ultrahigh-performance concrete, 3-thin steel plate, 4-formwork frame main beam, 5-formwork internal secondary beam, 6-formwork internal support, 7-formwork supporting leg, 8-heat supply pipeline main pipe, 9-heat supply pipeline group piece, 10-heat insulation reflective film, 11-heat insulation plate and 12-fireproof plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1, the present invention provides a technical solution: the concrete forming die comprises a die table panel, a die table frame and a heat energy pipeline system, wherein a stainless steel plate 1 is arranged on the die table panel, the stainless steel plate 1 is a martensitic stainless steel plate with the thickness of 3mm, the stainless steel has magnetism, each stainless steel plate 1 and adjacent stainless steel are folded and placed in a V-shaped groove, the V-shaped groove is welded by a special welding rod for the stainless steel, the stainless steel is tightly combined with ultra-high performance concrete 2 through a welding nail, the flatness of the stainless steel panel is integrally ensured, the lower end of the stainless steel plate 1 is connected with the ultra-high performance concrete 2, a finished product b4@100x100 steel bar net is arranged in the ultra-high performance concrete 2, the strength of the finished product steel bar net to the concrete is enhanced, and anti-cracking measures are taken, a thin steel plate 3 is arranged at the lower end of the ultra-high performance concrete 2, the thin steel plate 3 is a bottom plate of the die table panel, the connection of 3 upper ends of sheet steel is provided with the mould platform frame, the mould platform frame comprises mould platform frame girder 4, the inside secondary beam 5 of mould platform, the inside support 6 of mould platform, mould platform landing leg 7, mould platform frame girder 4 is according to standard mould platform size location outer frame, the inside secondary beam 5 of mould platform is according to secondary beam positioning interval installation secondary beam skeleton, for increasing mould platform global rigidity, carry out the welding setting of inside support 6 to the mould platform, carry out the installation of mould platform landing leg 7, the welding completion of some minor components such as rings, floor is accomplished simultaneously, be provided with heat supply pipeline in the mould platform frame and be responsible for 8 and heat supply pipeline group piece 9, pipeline 8 and heat supply pipeline group piece 9 lower extreme are responsible for and are provided with heat energy pipe-line system, be provided with heat insulation reflective membrane 10 in the heat energy pipe-line system, heated board 11, PLASTIC LAMINATED 12, heat energy pipe system is responsible for 8 by heat supply pipeline, heat, Heat insulation reflective film 10, heated board 11, PLASTIC LAMINATED 12 constitute, and pipe-line system sets up inside steel frame, and heat insulation reflective film 10 and heated board 11 and PLASTIC LAMINATED 12 set up the mould platform bottom and constitute the heat preservation insulating layer.
The utility model discloses a theory of operation does: when the mould platform is processed, the stainless steel plate 1 welded with the stud in advance and the thin steel plate 3 welded with the upper grid at the lower part are sealed in three sides, a finished steel wire mesh sheet is placed before pouring, the self-compacting ultrahigh-performance concrete 2 is poured in the vertical mould, so that the interior of the vertical mould is full of concrete, and after the concrete is cured and formed, the vertical mould is connected to the lower mould platform frame to form the ultrahigh-performance concrete double-steel-plate stainless steel composite self-curing mould platform.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (5)
1. The utility model provides a compound self-curing mould platform of two steel sheet stainless steels of ultra high performance concrete, includes mould deck plate, mould platform frame and heat energy pipe-line system, its characterized in that: be provided with corrosion resistant plate (1) on the mould deck plate, corrosion resistant plate (1) lower extreme is connected and is provided with ultra high performance concrete (2), ultra high performance concrete (2) lower extreme is provided with sheet steel (3), sheet steel (3) upper end is connected and is provided with the mould frame, the mould frame comprises mould frame girder (4), the inside secondary beam of mould (5), the inside support of mould (6), mould landing leg (7), be provided with heat supply pipeline in the mould frame and be responsible for (8) and heat supply pipeline group piece (9), heat supply pipeline is responsible for (8) and heat supply pipeline group piece (9) lower extreme and is provided with heat energy pipe-line system, be provided with heat insulation reflective membrane (10), heated board (11), PLASTIC LAMINATED (12) in the heat energy pipe-line system.
2. The ultra-high performance concrete double-steel-plate stainless steel composite self-curing mould platform as claimed in claim 1, wherein: the mould platform panel is composed of a stainless steel plate (1), ultra-high performance concrete (2) and a thin steel plate (3).
3. The ultra-high performance concrete double-steel-plate stainless steel composite self-curing mould platform as claimed in claim 1, wherein: the thin steel plate (3) is a die table panel bottom plate, and a steel grid with the height of 15mm @300x300 is welded on the upper part of the die table bottom plate to form a panel bottom plate layer; the middle part is the 30mm thick ultra-high performance concrete (2), and the finished product b4@100x100 reinforcing mesh is arranged in the ultra-high performance concrete (2).
4. The ultra-high performance concrete double-steel-plate stainless steel composite self-curing mould platform as claimed in claim 1, wherein: the top plate of the die table panel is made of martensite stainless steel plates (1) with the thickness of 3mm, the stainless steel has magnetism, each stainless steel plate (1) and the adjacent stainless steel folded edge are placed in a V-shaped groove, the V-shaped folded groove is welded by a special welding rod for the stainless steel, and the stainless steel is tightly combined with the ultra-high performance concrete (2) through welding nails.
5. The ultra-high performance concrete double-steel-plate stainless steel composite self-curing mould platform as claimed in claim 1, wherein: the heat energy pipeline system is composed of a heat supply pipeline main pipe (8), heat supply pipeline group pieces (9), a heat insulation reflection film (10), a heat insulation board (11) and a fireproof board (12), and the pipeline system is arranged inside the steel framework.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821820268.XU CN210500759U (en) | 2018-11-06 | 2018-11-06 | Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821820268.XU CN210500759U (en) | 2018-11-06 | 2018-11-06 | Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210500759U true CN210500759U (en) | 2020-05-12 |
Family
ID=70542033
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821820268.XU Active CN210500759U (en) | 2018-11-06 | 2018-11-06 | Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210500759U (en) |
-
2018
- 2018-11-06 CN CN201821820268.XU patent/CN210500759U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203066343U (en) | Steel edge frame heat insulation light board/wall board/roof board/LOFT interlayer floor slab | |
CN108222347B (en) | Assembled large module welding laminated beam slab with plane truss temporary support | |
CN208179896U (en) | A kind of multi-functional Self-curing die station for precast concrete | |
CN206703268U (en) | A kind of pre-cast concrete walling with heat-insulation layer | |
CN110258878B (en) | Hidden beam assembled disassembly-free heat preservation floor structure | |
CN116145856A (en) | Assembled profiled steel sheet composite shear wall and construction method thereof | |
CN201144481Y (en) | Construction heat-insulating energy-saving module wall member | |
CN208396082U (en) | A kind of integrated prefabricated Side fascia of PSC light thermal-insulating decorating structure | |
CN210500759U (en) | Compound self-curing mould platform of two steel sheet stainless steel of ultra high performance concrete | |
CN204590361U (en) | A kind of large span assembled integral hollow sandwich panel ceiling for storied building | |
CN207959614U (en) | A kind of heat preservation decoration integrative embedded wall harden structure | |
CN111519659A (en) | Integrated comprehensive pipe gallery | |
CN104775557A (en) | Large-span assembly integral type open-web sandwich plate building floor | |
CN213390825U (en) | Wall structure of precast concrete double-sided superposed shear wall | |
CN214925383U (en) | Side mold for rough surface of prefabricated laminated slab | |
CN211762332U (en) | Concrete box mould | |
CN205224388U (en) | Integrated assembled side fascia | |
CN213572630U (en) | Assembled self preservation temperature prefabricated wallboard | |
CN210820161U (en) | Steel moulding table for process of spraying stainless steel surface on common carbon steel panel | |
CN210132628U (en) | Self-heating die table for stainless steel composite plate of precast concrete member | |
CN110843095A (en) | Concrete box mould, manufacturing method thereof and mould-dismantling-free building method | |
CN206189728U (en) | Skin composite heat retaining wall board | |
CN208563667U (en) | A kind of plug-in half built-in prefabricated concrete sandwich insulation exterior wall plate of PSC | |
CN220580341U (en) | Superimposed sheet space truss reinforcement is anti crack structure in coordination | |
CN214531334U (en) | Assembled formwork shell plate for building outer wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20211223 Address after: 261061 No. 1, south project area, luojiazhaizi village, fang'an sub district office, Fangzi District, Weifang City, Shandong Province Patentee after: Shandong micro concrete new material technology Co.,Ltd. Address before: 1909, 19 / F, building a, building 1, courtyard 10, Xueqing Road, Haidian District, Beijing 100083 Patentee before: BEIJING ICCT TECHNOLOGY Co.,Ltd. |