CN201802063U - Steel formwork used for building construction - Google Patents
Steel formwork used for building construction Download PDFInfo
- Publication number
- CN201802063U CN201802063U CN2010202761517U CN201020276151U CN201802063U CN 201802063 U CN201802063 U CN 201802063U CN 2010202761517 U CN2010202761517 U CN 2010202761517U CN 201020276151 U CN201020276151 U CN 201020276151U CN 201802063 U CN201802063 U CN 201802063U
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforcing rib
- base plate
- construction
- construction 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a steel formwork used for building construction, which comprises a bottom plate and a plurality of reinforcement ribs, wherein two upward wing edges are arranged at the edges of the bottom plate, the end part of either wing edge is bended downwardly to form a reverse hook, a plurality of tongues and grooves are densely formed on the upper and the lower surfaces of the bottom plate, the upper part of the bottom plate are connected with the reinforcement ribs at intervals, and the reinforcement ribs are Z-shaped steel plates, or curved steel plates, or corrugated steel bars, or triangular expanded metal mesh skeletons, or U-shaped steel skeletons, or square tube-shaped steel skeletons, or round tube-shaped steel skeletons. By adopting the steel formwork, the construction safety and efficiency are improved, demoulding after the setting of concrete is not required, the overall cost is reduced, and the steel formwork is applied to the concrete pouring construction of floor slabs, beams and columns.
Description
Technical field
The utility model relates to technical field of buildings, especially a kind ofly is used for the steel form that fluid concrete is used.
Background technology
Usually, the template that the building concreting is used is all used plank, be spliced by carpenter master worker a slice a slice, in the process of splicing template, form a lot of leftover bits and pieces, not only influence environment but also cause waste, because the job site that exists of wood chip and timber is also caused fire easily, also want the demoulding that template a slice a slice is prized after the concrete setting, work efficiency is lower, and the leftover bits and pieces of formation need be handled, the integrated cost height.
The utility model content
The technical problems to be solved in the utility model provides a kind of steel form for building, its construction safety, and the efficient height, without the demoulding, integrated cost is low after the concrete setting.
For achieving the above object, the technical solution of the utility model is: a kind of construction steel template, comprise base plate, reinforcing rib, it is characterized in that: there are two edges of a wing that make progress at the edge of base plate, the upper and lower surface of base plate is pressed with intensive a plurality of tongue and grooves, many reinforcing ribs of the top of base plate connection separated by a distance.
Further improve, the end folding on one of them edge of a wing of above-mentioned base plate has downward overhead kick.
Above-mentioned steel form for building, described reinforcing rib can be with a kind of Z font steel plate that is bent into.
Above-mentioned steel form for building, the also available a kind of shaped form steel plate that is bent into of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of undaform reinforcing bar that is bent into of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of Great Wall shaped steel muscle that is bent into of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of triangle steel expanded metals skeleton that is bent into of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of U-shaped steel frame that is bent into of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of square tube shape steel frame of making of described reinforcing rib.
Above-mentioned steel form for building, the also available a kind of tubular steel frame of making of described reinforcing rib.
The utility model is because bottom edge has two edges of a wing that make progress, and connection of the present utility model in twos is as long as the edge of a wing is close together to lock together with automatic interlock machine or butt-joint or with self-tapping screw, and installation effectiveness height, speed of application are fast, the minimizing labour cost; Base plate and reinforcing rib all adopt steel, and the heatproof height can not cause fire, construction safety; At the intensive a plurality of tongue and grooves of base plate upper and lower surface compacting, effectively improve the intensity of base plate, just can bear enough big weight with thin steel plate, on the other hand, tongue and groove on the base plate also makes things convenient for the adhesion of mortar, the utility model without the demoulding, further reduces labour cost after concrete setting, integrated cost is low.
On base plate, connect many reinforcing ribs, can improve integrally-built phase coherence intensity on the one hand, can make things convenient for the location of concrete reinforcement and other spools and fixing on the other hand; The overhead kick that folds down in the end on one of them edge of a wing of base plate; convenient connection of the present utility model in twos; cement paste leaks downwards from junction of the present utility model in twos in the time of also can preventing fluid concrete, and also protection causes building leakage because of be easy to generate pore in concrete placement simultaneously.
Description of drawings
Fig. 1 is first kind of embodiment schematic diagram of the utility model;
Fig. 2 is second kind of embodiment schematic diagram of the utility model;
Fig. 3 is the third embodiment schematic diagram of the utility model;
Fig. 4 is the 4th kind of embodiment schematic diagram of the utility model;
Fig. 5 is the 5th kind of embodiment schematic diagram of the utility model;
Fig. 6 is the 6th kind of embodiment schematic diagram of the utility model;
Fig. 7 is the 7th kind of embodiment schematic diagram of the utility model;
Fig. 8 is the 8th kind of embodiment schematic diagram of the utility model;
Fig. 9 is first kind of embodiment connection diagram of two the utility model.
The specific embodiment
Below in conjunction with accompanying drawing and concrete embodiment the utility model is described in further detail.
Shown in Figure 1, a kind of construction steel template, comprise base plate 1, reinforcing rib 2, the edge of base plate have two edges of a wing that make progress 11 and 12, and the upper and lower surface of base plate is pressed with intensive a plurality of tongue and grooves 13, the end folding on one of them edge of a wing 12 of base plate 1 has downward overhead kick 121, many of the top of base plate 1 welding separated by a distance are converted into Z font steel plate 2, and Z font steel plate 2 bottoms are processed with some breach 21, make things convenient for penetration pipe or wear iron wire fixedly reinforcing bar and spool.
Shown in Figure 2, a kind of construction steel template, they are different with Fig. 1 is that many of the top welding separated by a distance of base plate 1 are bent into shaped form steel plate 3, the bottom of shaped form steel plate 3 is processed with some breach 31, makes things convenient for penetration pipe or wears iron wire fixedly reinforcing bar and spool.
Shown in Figure 3, a kind of construction steel template, they are different with Fig. 1 is that many of the top welding separated by a distance of base plate 1 are bent into undaform reinforcing bar 4.
Shown in Figure 4, a kind of construction steel template, they are different with Fig. 1 is that many of the top welding separated by a distance of base plate 1 are bent into Great Wall shaped steel muscle 5.
Shown in Figure 5, a kind of construction steel template, they are different with Fig. 1 is that many of the top welding separated by a distance of base plate 1 are bent into triangle steel expanded metals skeleton 6.
Shown in Figure 6, a kind of construction steel template, they are different with Fig. 1 is that many of the top welding separated by a distance of base plate 1 are bent into U-shaped steel frame 7, the bottom of U-shaped steel frame 7 is processed with some breach 71, makes things convenient for penetration pipe or wears iron wire fixedly reinforcing bar and spool.
Shown in Figure 7, a kind of construction steel template, they are different with Fig. 1 is that square tube shape steel frame 8 is made in many of the top welding separated by a distance of base plate 1, the bottom of square tube shape steel frame 8 is processed with some breach 81, makes things convenient for penetration pipe or wears iron wire fixedly reinforcing bar and spool.
Shown in Figure 8, a kind of construction steel template, they are different with Fig. 1 is that tubular steel frame 9 is made in many of the top welding separated by a distance of base plate 1, the bottom of tubular steel frame 9 is processed with some breach 91, makes things convenient for penetration pipe or wears iron wire fixedly reinforcing bar and spool.
Shown in Figure 9 is two construction steel template connection diagrams shown in Figure 1, the edge of a wing of steel form 1a band barb fastens steel form 1b and does not get final product with self-tapping screw 10 pinnings with the edge of a wing of barb, this steel form both can be used for the concreting of floor, also can be used for building of post and beam.
Also available other the multiple shapes of reinforcing rib of the present utility model; various deformation also can be made as required in the edge of a wing; reinforcing rib can be with welding also available riveted joint or other connected modes with being connected of base plate; tongue and groove on base plate can be to get ready also to be pressed into different shape; purpose is in order to strengthen the intensity of steel plate, and those skilled in the art is so long as make the protection domain that the change of unsubstantiality all falls into this case.
Claims (9)
1. a construction steel template comprises base plate, reinforcing rib, it is characterized in that: there are two edges of a wing that make progress at the edge of base plate, and the upper and lower surface of base plate is pressed with intensive a plurality of tongue and grooves, many reinforcing ribs of the top of base plate connection separated by a distance.
2. according to the described construction steel template of claim 1, it is characterized in that: the end folding on one of them edge of a wing of described base plate has downward overhead kick.
3. according to claim 1 or 2 described construction steel templates, it is characterized in that: described reinforcing rib is a kind of zigzag steel plate.
4. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of shaped form steel plate.
5. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of waveform reinforcing bar.
6. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of triangle steel expanded metals skeleton.
7. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of U-shaped steel frame.
8. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of square tube shape steel frame.
9. according to claim 1 or 2 described a kind of construction steel templates, it is characterized in that: described reinforcing rib is a kind of tubular steel frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010202761517U CN201802063U (en) | 2010-07-30 | 2010-07-30 | Steel formwork used for building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010202761517U CN201802063U (en) | 2010-07-30 | 2010-07-30 | Steel formwork used for building construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201802063U true CN201802063U (en) | 2011-04-20 |
Family
ID=43871571
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010202761517U Expired - Lifetime CN201802063U (en) | 2010-07-30 | 2010-07-30 | Steel formwork used for building construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201802063U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103290966A (en) * | 2013-06-20 | 2013-09-11 | 赵永利 | Floor slab component |
CN106906933A (en) * | 2017-04-26 | 2017-06-30 | 上海核工程研究设计院 | A kind of two-way steel plate concrete composite floor |
CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
-
2010
- 2010-07-30 CN CN2010202761517U patent/CN201802063U/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103290966A (en) * | 2013-06-20 | 2013-09-11 | 赵永利 | Floor slab component |
CN106906933A (en) * | 2017-04-26 | 2017-06-30 | 上海核工程研究设计院 | A kind of two-way steel plate concrete composite floor |
CN112160479A (en) * | 2020-09-21 | 2021-01-01 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
CN112160479B (en) * | 2020-09-21 | 2021-05-11 | 中南大学 | Rib plate skeleton concrete cast-in-place board |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206174146U (en) | Assembly type structure's assembly node | |
CN103643753A (en) | Waveform welding reinforced type steel plate and concrete combined shear wall | |
CN205421616U (en) | Assemble integral shear force wall with steel pipe concrete edge member | |
CN104947719A (en) | Basement roof post-cast strip hanging support formwork structure and post-cast strip construction method thereof | |
CN107355077A (en) | A kind of basement barricade single side formwork reinforcing device and method | |
CN207228617U (en) | A kind of concrete-pouring template float Structure for basement barricade single side formwork | |
CN206667459U (en) | A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall | |
CN201802063U (en) | Steel formwork used for building construction | |
CN113026950A (en) | Construction method for separating steel structure from core tube concrete in advance | |
CN104005556A (en) | Shaped and fabricated formwork construction process used for shear wall at expansion and contraction joint | |
CN106284653A (en) | The construction method that a kind of balcony construct capital interspaces in advance | |
CN107060112B (en) | Comb-shaped connecting piece for connecting steel tube bundle concrete column and floor beam | |
CN203613677U (en) | Waveform welding reinforced steel plate-concrete combined shear wall | |
CN106284784A (en) | A kind of full Prefabricated Concrete floor for building | |
CN111851827A (en) | Assembly type prefabricated steel bar truss disassembly-free template system and manufacturing method thereof | |
CN102605945B (en) | Manufacturing method of big wood formwork | |
CN211817403U (en) | H shaped steel web side cavity filling structure | |
CN210563413U (en) | A indent device for cast-in-place horizontal floor | |
CN209760889U (en) | Can dismantle overhanging type reinforcing bar canopy | |
CN204311633U (en) | Steel side bar wood dimension stock precast floor slab structure | |
CN203905474U (en) | Multifunctional formwork cold-formed steel | |
CN113653239A (en) | Construction method of self-supporting steel bar truss template system | |
CN208309947U (en) | A kind of hollow floor | |
CN107514136A (en) | A kind of plate device for concrete staircase construction joint indwelling | |
CN202644853U (en) | Reinforcing steel bar truss of cast-in-place board |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20110420 |
|
CX01 | Expiry of patent term |