CN212295634U - Novel steel construction building cast in situ concrete floor quick assembly disassembly template - Google Patents
Novel steel construction building cast in situ concrete floor quick assembly disassembly template Download PDFInfo
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- CN212295634U CN212295634U CN202020543790.9U CN202020543790U CN212295634U CN 212295634 U CN212295634 U CN 212295634U CN 202020543790 U CN202020543790 U CN 202020543790U CN 212295634 U CN212295634 U CN 212295634U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 10
- 238000009415 formwork Methods 0.000 description 15
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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Abstract
The utility model relates to a concrete form technical field specifically is a novel steel construction building cast in situ concrete floor quick assembly disassembly template, including first floor template, the bottom fixedly connected with second floor template of first floor template, the first locating plate of both sides fixedly connected with and the second locating plate of first floor template, second locating plate fixed connection is in one side of first locating plate. This novel steel construction building cast in situ concrete floor quick assembly disassembly template, first floor template and second floor template are a floor template, rotate flexible post, and the height has been adjusted, it is fixed with a floor template, promote one side of second floor template to first floor template, the third locating plate is located the bottom of first locating plate, the fourth locating plate is located the bottom of second locating plate, two floor templates are fixed through the locating plate that interlocks each other, and the inside at the connecting plate is fixed to the picture peg, need not use any mounting, simple to operate.
Description
Technical Field
The utility model relates to a concrete form technical field specifically is a novel steel construction building cast in situ concrete floor quick assembly disassembly template.
Background
The concrete form is a form for cast-in-place concrete and a whole set of construction system of the supporting form, the classification of the form has various different stage-by-stage methods, the form is divided into a plane form and a curved form according to the shape, the form is divided into a bearing form and a non-bearing form according to the stress condition, the construction form structure for construction mainly comprises three parts, namely a panel, a supporting structure and a connecting piece, the panel is a bearing plate directly contacting the cast-in-place concrete, the supporting structure is a temporary structure for supporting the panel, the concrete and the construction load, the construction form structure is ensured to be firmly combined and is not deformed or damaged, and the connecting piece is an accessory for connecting the panel and the supporting structure into a whole.
The early-dismantling formwork system for the construction of the cast-in-place concrete structure disclosed in the Chinese patent CN208996442U has the defects that supporting beams are mutually independent and cannot position the supporting beams during assembly.
The quick assembly disassembly template of present novel steel construction building cast in situ concrete floor shortcoming is:
1. present novel steel construction building cast in situ concrete floor quick assembly disassembly template when using, need fix the subassembly that supports through mounting hole and screw etc. inconvenient demolishs.
2. When the existing novel steel structure building cast-in-place concrete floor rapid dismounting template is assembled, the supporting beams are mutually independent and cannot be positioned;
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides a novel steel structure building cast-in-place concrete floor quick assembly disassembly template, through setting up first floor template and second floor template, first floor template and second floor template are a floor template, when using, the flexible post is rotated, and the height is adjusted, fix a floor template, promote the second floor template to one side of first floor template, and locate the third locating plate at the bottom of first locating plate, the fourth locating plate is located the bottom of second locating plate, two floor templates are fixed through the locating plate that interlocks each other, and the picture peg is fixed in the inside of connecting plate, do not need to use any mounting, easy to assemble; through setting up first backup pad and second backup pad, the second backup pad is located the bottom of first backup pad, fix the bottom at first backup pad with flexible post earlier, through the inside through-hole of first backup pad, make the reference column pass first backup pad, make first backup pad be located the bottom of second floor template, upwards promote the floor template, and adjust the height of flexible post, can directly fix the floor template, the angle of adjusting first backup pad, continue to rotate flexible post, make flexible post fix in the screwed hole of first backup pad bottom, realize fixing floor template, fix the bottom at first backup pad with the second backup pad, can realize the installation fast, the angle and the position that need not look for flexible post, and need not carry out high altitude construction, safety, the problem of proposing among the above-mentioned background art has been solved.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a novel steel structure building cast-in-place concrete floor quick dismounting template comprises a first floor template, wherein the bottom of the first floor template is fixedly connected with a second floor template, two sides of the first floor template are fixedly connected with a first positioning plate and a second positioning plate, the second positioning plate is fixedly connected to one side of the first positioning plate, two sides of the second floor template are fixedly connected with a third positioning plate and a fourth positioning plate, the fourth positioning plate is fixedly connected to one side of the third positioning plate, the bottom of the second floor template is fixedly connected with a positioning column, the outer surface of the positioning column is movably connected with a first supporting plate, the first supporting plate is movably connected to the bottom of the second floor template, the bottom of the first supporting plate is movably connected with a second supporting plate, the second supporting plate is movably connected to the bottom of the second floor template, one side fixedly connected with connecting plate of first backup pad, the opposite side fixedly connected with picture peg of first backup pad, picture peg swing joint is in the inside of connecting plate, the bottom fixedly connected with mounting panel of first backup pad, the inside swing joint of mounting panel has flexible post.
Optionally, the third positioning plate is movably connected to the bottom of the first positioning plate, and the fourth positioning plate is movably connected to the bottom of the second positioning plate.
Optionally, through holes are formed in the first supporting plate and the second supporting plate, and positioning columns are movably connected inside the through holes.
Optionally, a groove is formed in the bottom of the first supporting plate, a second supporting plate is movably connected inside the groove, a groove is formed in the top of the second supporting plate, and the first supporting plate is movably connected inside the groove.
Optionally, the two ends of the first supporting plate and the second supporting plate are fixedly connected with a connecting plate and an inserting plate, and the length and the width of the first supporting plate and the width of the second supporting plate are equal.
Optionally, a connecting groove is formed in the bottom of the connecting plate, and an inserting plate is movably connected inside the connecting groove.
Optionally, an internal thread hole is formed in the mounting plate, a threaded hole is formed in one side, close to the first supporting plate, of the second floor formwork, an external thread is arranged on the outer surface, close to one end of the mounting plate, of the telescopic column, and the length of the external thread is larger than that of the internal thread hole.
Optionally, the first floor slab formwork, the second floor slab formwork, the first supporting plate and the second supporting plate are made of new steel.
(III) advantageous effects
The utility model provides a novel steel construction building cast in situ concrete floor quick assembly disassembly template possesses following beneficial effect:
(1) this novel steel construction building cast in situ concrete floor quick assembly disassembly template, through setting up first floor template and second floor template, first floor template and second floor template are a floor template, in the use, rotate flexible post, and adjust the height, fix a floor template, promote one side to first floor template with second floor template, and be located the bottom of first locating plate with the third locating plate, the fourth locating plate is located the bottom of second locating plate, two floor templates are fixed through the locating plate that interlocks each other, and the picture peg is fixed in the inside of connecting plate, need not use any mounting, simple to operate.
(2) The novel steel structure building cast-in-place concrete floor rapid dismounting template is characterized in that a first supporting plate and a second supporting plate are arranged, the second supporting plate is positioned at the bottom of the first supporting plate, a telescopic column is firstly fixed at the bottom of the first supporting plate, the positioning column penetrates through the first supporting plate through the through hole in the first supporting plate, the first supporting plate is positioned at the bottom of the second floor slab template, the angle of the first supporting plate is adjusted, the telescopic column is continuously rotated to be fixed in the threaded hole at the bottom of the first supporting plate, the floor slab template is fixed, the second supporting plate is fixed at the bottom of the first supporting plate, the floor slab template is upwards pushed, and the height of the telescopic column can be adjusted, the floor slab template can be directly fixed, the installation can be rapidly realized, the angle and the position of the telescopic column do not need to be found, and the high-altitude operation is not needed, so that the safety is higher.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a schematic structural view of the positioning column of the present invention;
fig. 3 is a schematic structural diagram of the first support plate of the present invention;
fig. 4 is a schematic structural view of a second support plate of the present invention;
fig. 5 is a schematic structural view of the first floor slab formwork of the present invention;
fig. 6 is the utility model discloses second floor form's structural schematic.
In the figure: the concrete structure comprises 1-a first floor slab template, 2-a second floor slab template, 3-a first positioning plate, 4-a second positioning plate, 5-a third positioning plate, 6-a fourth positioning plate, 7-a positioning column, 8-a first supporting plate, 9-a second supporting plate, 10-a connecting plate, 11-a plugboard, 12-a mounting plate and 13-a telescopic column.
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.
Referring to fig. 1-6, the present invention provides a technical solution: a novel steel structure building cast-in-place concrete floor quick dismounting template comprises a first floor template 1, wherein the bottom of the first floor template 1 is fixedly connected with a second floor template 2, two sides of the first floor template 1 are fixedly connected with a first positioning plate 3 and a second positioning plate 4, the second positioning plate 4 is fixedly connected with one side of the first positioning plate 3, two sides of the second floor template 2 are fixedly connected with a third positioning plate 5 and a fourth positioning plate 6, the fourth positioning plate 6 is fixedly connected with one side of the third positioning plate 5, the bottom of the second floor template 2 is fixedly connected with a positioning column 7, the outer surface of the positioning column 7 is movably connected with a first supporting plate 8, the first supporting plate 8 is movably connected with the bottom of the second floor template 2, the bottom of the first supporting plate 8 is movably connected with a second supporting plate 9, the second supporting plate 9 is movably connected with the bottom of the second floor template 2, one side fixedly connected with connecting plate 10 of first backup pad 8, the opposite side fixedly connected with picture peg 11 of first backup pad 8, picture peg 11 swing joint is in the inside of connecting plate 10, the bottom fixedly connected with mounting panel 12 of first backup pad 8, the inside swing joint of mounting panel 12 has flexible post 13.
As an optional technical solution of the utility model:
third locating plate 5 swing joint in the bottom of first locating plate 3, fourth locating plate 6 swing joint in the bottom of second locating plate 4, when the installation, do not have the space between the messenger floor template, avoid the concrete to flow out, produce the crack.
As an optional technical solution of the utility model:
the through-hole has all been seted up to the inside of first backup pad 8 and second backup pad 9, and the inside swing joint of through-hole has reference column 7, uses the through-hole to fix a position the backup pad, is convenient for make flexible post 13 continue to rotate to the inside of screw hole, fixes.
As an optional technical solution of the utility model:
the bottom of first backup pad 8 is seted up flutedly, and the inside swing joint of recess has second backup pad 9, and the top of second backup pad 9 is seted up flutedly, and the inside swing joint of recess has first backup pad 8, makes two backup pads 9 crisscross each other support convenient to operate to the floor template.
As an optional technical solution of the utility model:
equal fixedly connected with connecting plate 10 in both ends and picture peg 11 of first backup pad 8 and second backup pad 9, the length and the width of first backup pad 8 and second backup pad 9 equal, and flexible post 13 supports in four angle departments of floor template, fixes a position simultaneously through first backup pad 8 and second backup pad 9, increases stability.
As an optional technical solution of the utility model:
the bottom of connecting plate 10 has seted up the spread groove, and the inside swing joint of spread groove has picture peg 11, and when installing second floor form, the position of being convenient for is fixed to second floor form.
As an optional technical solution of the utility model:
internal thread hole has been seted up to the inside of mounting panel 12, and one side that second floor template 2 is close to first backup pad 8 is seted up threaded hole, and four screw holes are located the four corners department of 2 bottoms of second floor template respectively, and the surface that flexible post 13 is close to mounting panel 12 one end is provided with the external screw thread, and the length of external screw thread is greater than the length in internal thread hole, and 13 regulations of post will stretch out and draw back are in the inside of screw hole, and the realization is fixed floor template and first backup pad 8.
As an optional technical solution of the utility model:
first floor template 1, second floor template 2, first backup pad 8 and second backup pad 9 are new steel, and whole template is novel steel construction, and the wearability is good, and hardness is high, increases life.
When a user uses the floor formwork, the first floor formwork 1 and the second floor formwork 2 are arranged, the first floor formwork 1 and the second floor formwork 2 are used as one floor formwork, the first supporting plate 8 is taken up, the telescopic column 13 is firstly fixed at the bottom of the first supporting plate 8, the positioning column 7 penetrates through the first supporting plate 8 through the through hole in the first supporting plate 8, the first supporting plate 8 is positioned at the bottom of the second floor formwork 2, at the moment, the bottom of the second floor formwork 2 is provided with two telescopic columns 13, the angle of the first supporting plate 8 is adjusted, the telescopic column 13 is continuously rotated, the telescopic column 13 is fixed in the threaded hole at the bottom of the first supporting plate 8, the floor formwork is fixed, two telescopic columns 13 are fixed at the bottom of the second supporting plate 9 by using the same method, the second supporting plate 9 penetrates through the positioning column 7, so that the second supporting plate 9 is fixed at the bottom of the first supporting plate 8 and the bottom of the second floor formwork 2, at the moment, the supporting and fixing of the floor slab template are finished, two persons respectively use two hands to respectively pick up the telescopic column 13 at one side of the first supporting plate 8 and the telescopic column 13 at one side of the second supporting plate 9, namely two adjacent telescopic columns 13, and respectively adjust the height of the telescopic column 13 so that the telescopic column 13 slowly moves upwards, namely the floor slab template is pushed to slowly move upwards, so that the installation can be quickly realized, the angle and the position of the telescopic column 13 do not need to be found, and the high-altitude operation does not need to be carried out, therefore, the floor slab template is safer, at the moment, one floor slab template is installed, when the next floor slab template is installed, firstly, the second floor slab is fixed by using the same method, the telescopic columns 13 are pushed, the second floor slab template is pushed to one side of the first floor slab template, the third positioning plate 5 is positioned at the bottom of the first positioning plate 3, the fourth positioning plate 6 is positioned at, two floor templates are fixed through the locating plate that interlocks each other, and picture peg 11 is fixed in the inside of connecting plate 10, need not use any mounting, and simple to operate can fix a plurality of floor template, easy dismounting.
To sum up, when the novel steel structure building cast-in-place concrete floor quick assembly and disassembly template is used, the first floor template 1 and the second floor template 2 are arranged, the first floor template 1 and the second floor template 2 are one floor template, when the novel steel structure building cast-in-place concrete floor quick assembly and disassembly template is used, the telescopic column 13 is rotated, the height is adjusted, one floor template is fixed, the second floor template is pushed to one side of the first floor template, the third positioning plate 5 is positioned at the bottom of the first positioning plate 3, the fourth positioning plate 6 is positioned at the bottom of the second positioning plate 4, the two floor templates are fixed through the mutually staggered positioning plates, the inserting plates 11 are fixed inside the connecting plates 10, any fixing part is not needed, and the installation is convenient; through setting up first backup pad 8 and second backup pad 9, second backup pad 9 is located first backup pad 8's bottom, fix flexible post 13 in first backup pad 8's bottom earlier, through the inside through-hole of first backup pad 8, make reference column 7 pass first backup pad 8, make first backup pad 8 be located second floor template 2's bottom, adjust first backup pad 8's angle, continue to rotate flexible post 13, make flexible post 13 fix in the screwed hole of first backup pad 8 bottom, the realization is fixed to floor template, fix second backup pad 9 in first backup pad 8's bottom, upwards promote floor template, and adjust the height of flexible post 13, can directly fix floor template, can realize the installation fast, need not look for flexible post 13's angle and position, and need not carry out high altitude construction, and is safer.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (8)
1. The utility model provides a novel steel construction building cast in situ concrete floor quick assembly disassembly template which characterized in that: comprises a first floor slab template (1), wherein the bottom of the first floor slab template (1) is fixedly connected with a second floor slab template (2), the two sides of the first floor slab template (1) are fixedly connected with a first positioning plate (3) and a second positioning plate (4), the second positioning plate (4) is fixedly connected with one side of the first positioning plate (3), the two sides of the second floor slab template (2) are fixedly connected with a third positioning plate (5) and a fourth positioning plate (6), the fourth positioning plate (6) is fixedly connected with one side of the third positioning plate (5), the bottom of the second floor slab template (2) is fixedly connected with a positioning column (7), the outer surface of the positioning column (7) is movably connected with a first supporting plate (8), the first supporting plate (8) is movably connected with the bottom of the second floor slab template (2), the bottom of the first supporting plate (8) is movably connected with a second supporting plate (9), second backup pad (9) swing joint is in the bottom of second floor template (2), one side fixedly connected with connecting plate (10) of first backup pad (8), opposite side fixedly connected with picture peg (11) of first backup pad (8), picture peg (11) swing joint is in the inside of connecting plate (10), the bottom fixedly connected with mounting panel (12) of first backup pad (8), the inside swing joint of mounting panel (12) has flexible post (13).
2. The novel steel structure building cast-in-place concrete floor rapid dismounting template according to claim 1, characterized in that the third positioning plate (5) is movably connected to the bottom of the first positioning plate (3), and the fourth positioning plate (6) is movably connected to the bottom of the second positioning plate (4).
3. The novel steel structure building cast-in-place concrete floor rapid dismounting template as claimed in claim 1, characterized in that the first support plate (8) and the second support plate (9) are both provided with through holes, and the through holes are movably connected with positioning columns (7).
4. The novel steel structure building cast-in-place concrete floor rapid dismounting template as claimed in claim 1, characterized in that a groove is formed at the bottom of the first supporting plate (8), a second supporting plate (9) is movably connected inside the groove, a groove is formed at the top of the second supporting plate (9), and the first supporting plate (8) is movably connected inside the groove.
5. The novel steel structure building cast-in-place concrete floor rapid dismounting template as claimed in claim 1, characterized in that both ends of the first supporting plate (8) and the second supporting plate (9) are fixedly connected with a connecting plate (10) and an inserting plate (11), and the length and the width of the first supporting plate (8) and the second supporting plate (9) are equal.
6. The novel steel structure building cast-in-place concrete floor rapid dismounting template as claimed in claim 1, characterized in that the bottom of the connecting plate (10) is provided with a connecting groove, and the inside of the connecting groove is movably connected with an inserting plate (11).
7. The novel steel structure building cast-in-place concrete floor rapid dismounting template as claimed in claim 1, characterized in that an internal threaded hole is formed in the mounting plate (12), a threaded hole is formed in one side of the second floor template (2) close to the first supporting plate (8), an external thread is arranged on the outer surface of one end of the telescopic column (13) close to the mounting plate (12), and the length of the external thread is greater than that of the internal threaded hole.
8. The novel steel structure building cast-in-place concrete floor rapid dismounting template according to claim 1, wherein the first floor template (1), the second floor template (2), the first supporting plate (8) and the second supporting plate (9) are all made of new steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020543790.9U CN212295634U (en) | 2020-04-14 | 2020-04-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020543790.9U CN212295634U (en) | 2020-04-14 | 2020-04-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212295634U true CN212295634U (en) | 2021-01-05 |
Family
ID=73973428
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020543790.9U Expired - Fee Related CN212295634U (en) | 2020-04-14 | 2020-04-14 | Novel steel construction building cast in situ concrete floor quick assembly disassembly template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212295634U (en) |
-
2020
- 2020-04-14 CN CN202020543790.9U patent/CN212295634U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20210105 |