CN214995985U - Column template for constructional engineering - Google Patents
Column template for constructional engineering Download PDFInfo
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- CN214995985U CN214995985U CN202120802047.5U CN202120802047U CN214995985U CN 214995985 U CN214995985 U CN 214995985U CN 202120802047 U CN202120802047 U CN 202120802047U CN 214995985 U CN214995985 U CN 214995985U
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Abstract
The utility model relates to a column template for building engineering, it has panel, frame, perpendicular rib, cross rib. The utility model discloses a column template for building engineering, the adjusting bolt of the welding group of the junction between the back ridges, which is used for adjusting the right angle accuracy; when the angle is larger than 90 degrees, the outer side adjusting bolt is tightly pushed, and when the angle is smaller than 90 degrees, the inner side adjusting bolt is tightly pushed, so that the forming precision of the column template is further improved; in addition, a steel pipe connecting piece is arranged on the back edge of the column mould and is connected with the inclined strut, so that the verticality of the column mould is adjusted and stabilized; the base foot mould is provided with a horn mouth, and the large template is directly in place when being hoisted, so that the installation speed is improved; the adjustable footing mould is established to post mould lower part, and height 150mm improves the commonality of installation effectiveness and template greatly.
Description
Technical Field
The utility model relates to a building engineering field, concretely relates to post template for building engineering.
Background
With the continuous development of the times, the construction of secondary structures is more and more important in modern building engineering. The traditional constructional column template mostly adopts scattered templates and wood purlin which have repeated circulation as primary and secondary ridges, needs to be assembled on site, and is very troublesome for preparing templates reaching the required height according to the requirements on site.
SUMMERY OF THE UTILITY MODEL
Based on technical problem among the prior art, the utility model provides a post template for building engineering specifically is realized through following technical scheme:
a column template for constructional engineering adopts a shaped combined steel template structure and is provided with a panel, a frame, vertical ribs and transverse ribs; and the template edge control is provided with an eyelet.
As a preferred embodiment, it is preferred that: the holes are elliptical holes.
As a preferred embodiment, it is preferred that: the column template adopts design combination steel template, and the panel is 6mm thick steel sheet, and the frame is 8mm 80mm steel sheet, and the vertical rib is No. 8 channel-section steels, and the horizontal rib is 8mm 60mm steel sheet, has welded angle steel L every 600mm, and the size of angle steel is 80mm 6 mm.
As a preferred embodiment, it is preferred that: the template frame holes are elliptical holes of 17mm multiplied by 21mm and are connected by M16 multiplied by 40 bolts.
As a preferred embodiment, it is preferred that: the stupefied back of the body of post mould is stupefied for adjustable cross-section type composite steel back of the body, the stupefied back of the body of post mould adopt two No. 10 channel-section steel welding to form, connect with 25mm thick steel sheet between two channel-section steels, formed space 25mm is used for penetrating to the column bolt, the stupefied inboard of the back of the body establishes 17mm x 21mm elliptical aperture and links to each other with the template, the stupefied outside of the back of the body has welded 100mm x 8mm angle steel for to drawing bolted connection.
As a preferred embodiment, it is preferred that: the split bolt is a T20 full thread extrusion bolt, and is matched with a cast steel gasket and a cast steel nut.
As a preferred embodiment, it is preferred that: 2 groups of adjusting bolts are welded at the connecting part between the back edges and used for adjusting the right angle accuracy; and when the angle is larger than 90 degrees, the outer side adjusting bolt is tightly propped, and when the angle is smaller than 90 degrees, the inner side adjusting bolt is tightly propped.
As a preferred embodiment, it is preferred that: the upper opening of the column mould is provided with 4 lifting hooks which are arranged by double nuts.
As a preferred embodiment, it is preferred that: the lower part of the column formwork is provided with an adjustable footing form with the height of 150mm, the footing form is firstly installed during construction, leveling and centering are carried out, cement mortar is used for positioning at four corners, the footing form is provided with a bell mouth, and a large formwork is directly placed in place during hoisting.
As a preferred embodiment, it is preferred that: and a steel pipe connecting piece is arranged on the column mould back edge and is connected with the inclined strut, so that the column mould is used for adjusting and stabilizing the verticality of the column mould.
Advantageous effects
(1) The adjusting bolts of the welding group at the connecting part between the back edges are used for adjusting the accuracy of the right angle; when being greater than 90, with outside adjusting bolt top tight, when being less than 90, with inboard adjusting bolt top tight, further improve the shaping precision of post template, consequently the utility model discloses a post template suitability is stronger.
(2) The steel pipe connecting piece is arranged on the back edge of the column mould and is connected with the inclined strut and used for adjusting and stabilizing the verticality of the column mould;
(3) the base foot mould is provided with a horn mouth, and the large template is directly in place when being hoisted, so that the installation speed is improved;
(4) the lower part of the column formwork is provided with an adjustable footing form with the height of 150mm, the footing form is firstly installed during construction, leveling and centering are carried out, and cement mortar is used for positioning at four corners, so that the column formwork can adapt to different ground requirements.
Drawings
Fig. 1 is a top view of the building formwork of the present invention;
fig. 2 is a cross-sectional view of the column form of the present invention.
Reference numerals: the steel plate comprises a panel 1, a frame 2, a split bolt 3, a cast steel gasket 4, a cast steel nut 5, a lifting hook 6, an adjustable base foot die 7 and a bell mouth 8.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. Furthermore, the technical features mentioned in the embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.
A column template for constructional engineering adopts a shaped combined steel template structure, and is provided with a panel 1, a frame 2, vertical ribs and transverse ribs; the frame 2 is provided with holes, the column template is a shaped combined steel template, the panel 1 is a 6mm thick steel plate, the frame 2 is a 8mm 80mm steel plate, the vertical ribs are 8-grade channel steel, the transverse ribs are 8mm 60mm steel plates, a connecting angle steel L is welded every 600mm, and the size of the angle steel is 80mm 6 mm; the holes are elliptical holes; the oval holes are 17mm multiplied by 21mm and are connected by M16 multiplied by 40 bolts; the column mould back edge is an adjustable section type combined steel back edge, the column mould back edge is formed by welding two No. 10 channel steel, the two channel steel are connected by a steel plate with the thickness of 25mm, a formed gap is used for penetrating a pair of column bolts, an oval hole with the thickness of 17mm multiplied by 21mm is arranged on the inner side of the back edge and is connected with a template, and angle steel with the thickness of 100mm multiplied by 8mm is welded on the outer side of the back edge and is used for connecting a pair of pull bolts 3; the split bolt 3 adopts a T20 full-thread extrusion bolt, and is matched with a cast steel gasket 4 and a cast steel nut 5; 2 groups of adjusting bolts are welded at the connecting part between the back edges; 4 lifting hooks 6 are arranged at the upper opening of the column die and are installed by double nuts; the lower part of the column mould is provided with an adjustable footing mould 7 with the height of 150 mm; the base foot mould is provided with a bell mouth 8; the column mould back arris is provided with a steel pipe connecting piece which is connected with the inclined strut.
It will be understood by those skilled in the art that the foregoing is merely a preferred embodiment of the present invention, and is not intended to limit the invention to the particular forms disclosed, but on the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. A column template for constructional engineering adopts a shaped combined steel template structure and is provided with a panel (1), a frame (2), vertical ribs and transverse ribs; the method is characterized in that: frame (2) be provided with the punchhole, the post template adopts design combination steel form, panel (1) is 6mm thick steel plate, frame (2) are 8mm 80mm steel sheet, erect the rib and be No. 8 channel-section steels, the cross rib is 8mm 60mm steel sheet, connection angle steel L has been welded to every 600mm, the size of angle steel is 80mm 6 mm.
2. The column form for construction work of claim 1, wherein the holes are elliptical holes.
3. The column form for construction work of claim 2, wherein the oval holes are 17mm x 21mm oval holes, and are connected by M16 x 40 bolts.
4. The column formwork for constructional engineering as claimed in claim 3, wherein the column formwork back edge is an adjustable section type combined steel back edge, the column formwork back edge is formed by welding two No. 10 channel steels, the two channel steels are connected by a steel plate with thickness of 25mm, a formed gap is used for penetrating through a pair of column bolts (3), an oval hole with the size of 17mm x 21mm is arranged on the inner side of the back edge and is connected with the formwork, and angle steel with the size of 100mm x 8mm is welded on the outer side of the back edge and is used for connecting the pair of pull bolts (3).
5. Column formwork for construction engineering as claimed in claim 4, characterized in that the split bolts (3) are T20 full thread extrusion bolts, with cast steel washers (4) and cast steel nuts (5).
6. The column formwork for construction engineering according to claim 5, wherein: 2 groups of adjusting bolts are welded at the connecting part between the back edges.
7. Column formwork for constructional engineering as claimed in claim 6, characterized in that the upper mouth of the column formwork is provided with 4 hooks (6) for mounting with double nuts.
8. Column formwork for constructional engineering as claimed in claim 7, characterized in that the adjustable footing form (7) is provided at the lower part of the column formwork and has a height of 150 mm.
9. Column formwork for constructional engineering as claimed in claim 8, characterized in that the footing form is provided with a bell (8).
10. The column formwork of claim 9, wherein the steel pipe connecting members are installed on the back edges of the column formwork to connect with the diagonal braces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120802047.5U CN214995985U (en) | 2021-04-20 | 2021-04-20 | Column template for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120802047.5U CN214995985U (en) | 2021-04-20 | 2021-04-20 | Column template for constructional engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214995985U true CN214995985U (en) | 2021-12-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120802047.5U Active CN214995985U (en) | 2021-04-20 | 2021-04-20 | Column template for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214995985U (en) |
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2021
- 2021-04-20 CN CN202120802047.5U patent/CN214995985U/en active Active
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