CN218061434U - Steel and glass fiber reinforced plastic combined elliptic column template - Google Patents
Steel and glass fiber reinforced plastic combined elliptic column template Download PDFInfo
- Publication number
- CN218061434U CN218061434U CN202222176373.7U CN202222176373U CN218061434U CN 218061434 U CN218061434 U CN 218061434U CN 202222176373 U CN202222176373 U CN 202222176373U CN 218061434 U CN218061434 U CN 218061434U
- Authority
- CN
- China
- Prior art keywords
- steel
- template
- fiber reinforced
- reinforced plastic
- glass fiber
- 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
Abstract
The utility model provides a steel and glass steel combination elliptic column template, adopts the elliptic column template to form by glass steel mould and steel form combination, and glass steel mould and steel form pass through the angle steel and adopt bolted connection, and there are horizontal strengthening rib of double pin and vertical strengthening rib in the outside of steel mould, and the steel form of elliptic column both sides is through connecting the stay bolt, and is fixed through two nuts between stay bolt and the horizontal strengthening rib of double pin, prevents that concrete placement in-process, the template collapses. The split bolt penetrates through a gap between the double-spliced transverse reinforcing ribs, and an iron base plate is arranged between the nut and the double-spliced transverse reinforcing ribs. Sponge strips are stuck on the side ribs of the steel mould and the glass fiber reinforced plastic template, and the side ribs of the glass fiber reinforced plastic template are clamped by L50 multiplied by 5 angle steel. And the side edge of the steel die is provided with a frame splicing reinforcing rib, and the steel die is welded with the steel template by adopting angle steel. There is the preformed hole on the steel mould frame concatenation strengthening rib, on the boundary rib of glass steel form, on the L50 x 5 angle steel, adopts bolted connection through the preformed hole between steel mould and the glass steel form.
Description
Technical Field
The patent relates to template equipment used in municipal engineering, railway engineering, building engineering and road and bridge engineering.
Background
The traditional wood formwork is adopted for pouring concrete, the plastering quality requirement cannot be met necessarily after forming, secondary plastering is needed, and meanwhile, the cylindrical wood formwork is manufactured, so that the difficulty is high, and the quality is difficult to ensure; the construction period is short by adopting the shaped steel template, the use times are limited, and the cost is high; by adopting the flexible glass fiber reinforced plastic template, the surface of the formed concrete can reach the apparent quality of the bare concrete, secondary plastering is not needed, and the operation is simple and easy to control. If the elliptic cylinder template is a wood template, the elliptic cylinder template is more difficult to manufacture and ensure quality than a cylindrical wood template, and if a steel template is adopted, the defects also exist, and the defects can be avoided by adopting a steel and glass fiber reinforced plastic combined template, but the design and construction of the steel and glass fiber reinforced plastic combined template are innovative technologies and are difficult points in construction.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: a steel and glass fiber reinforced plastic combined template is designed for the oval concrete upright column, so that the strength, rigidity and stability of the template in the concrete pouring process can be ensured, the appearance quality of the concrete is ensured, and secondary plastering is not needed.
The technical scheme adopted by the invention for solving the technical problems is as follows: the elliptic cylinder template is formed by the combination of glass steel mould and steel form, and glass steel mould and steel form adopt bolted connection through the angle steel, and there are double pin horizontal strengthening rib and vertical strengthening rib in the outside of steel mould, and the steel form of elliptic cylinder both sides is fixed through two nuts between split bolt and the double pin horizontal strengthening rib through split bolt connection, prevents the concrete placement in-process, and the template collapses. The split bolt penetrates through a gap between the double-spliced transverse reinforcing ribs, and an iron base plate is arranged between the nut and the double-spliced transverse reinforcing ribs. Sponge strips are stuck on the side ribs of the steel mould and the glass fiber reinforced plastic template, and the side ribs of the glass fiber reinforced plastic template are clamped by L50mm multiplied by 5mm angle steel. And the side edge of the steel die is provided with a frame splicing reinforcing rib, and the steel die is welded with the steel template by adopting angle steel. Preformed holes are arranged on the steel die frame splicing reinforcing ribs, the side ribs of the glass fiber reinforced plastic template and the L50mm multiplied by 5mm angle steel, and the steel die and the glass fiber reinforced plastic template are connected through the preformed holes by bolts.
Compared with the prior art, the invention has the advantages that: the invention does not need to adopt all wood and steel. The construction difficulty is high due to the adoption of all wood, the quality is not easy to guarantee, the utilization rate is low, the waste is large, and the low-carbon construction is not facilitated; all the steel materials are adopted, so that the weight is large, the cost is high, and manual carrying is not facilitated; the steel and glass fiber reinforced plastic combined template is adopted, so that the weight is greatly reduced, manual carrying is facilitated, the template can be used repeatedly, the manufacturing is also facilitated, the number of joints is small, the flatness is good, an external supporting system is not needed, the self weight is light, the strength is high, the toughness is good, the wear resistance is good, the template is easy to mold and convenient to assemble and disassemble, labor cost and material cost are saved, and the construction cost is reduced.
Drawings
FIG. 1 is a plan view of the steel and glass fiber reinforced plastic combined elliptic cylinder template.
FIG. 2 is a detailed view of the connection node of the steel and glass fiber reinforced plastic combined elliptic cylinder template.
Detailed Description
And (5) clearing impurities on the column base and popping up a cross control line of the column. The vertical reinforcing steel bars of the elliptic cylinder are positioned by adopting the standard elliptic cylinder stirrups, so that the stressed reinforcing steel bars of the elliptic cylinder are prevented from shifting, and the reinforcing steel bars are controlled not to exceed the circumference after meeting the requirements of the protective layer. And arranging a steel bar protection layer cushion block, and positioning by using cross steel bars to ensure the positions of the elliptic cylinder steel bars and the template. Adhering sponge strips on the steel and glass fiber reinforced plastic template side ribs, clamping the glass fiber reinforced plastic template side ribs by using L50mm multiplied by 5mm angle steel, and screwing bolts one by aligning to steel template bolt holes. The steel reinforcement cage is hung to a construction position by a tower crane or a truck crane and sleeved into the elliptic cylinder steel reinforcement cage from top to bottom. And tensioning the template by using steel wire ropes and cables from four directions, adjusting the verticality of the template to ensure that the steel and glass fiber reinforced plastic combined template is vertical, and then pouring concrete.
FIG. 1 is a plan view of a steel and glass fiber reinforced plastic combined elliptic cylinder template of the invention. The elliptic cylinder template is formed by glass steel mould (1) and steel form (2) combination, glass steel mould (1) and steel form (2) are connected through connected node (6), there are two horizontal strengthening rib (5) of piecing together and vertical strengthening rib (4) in the outside of steel mould (2), steel form (2) of elliptic cylinder both sides are through connecting stay bolt (3), it is fixed through two nuts (7) between stay bolt (3) and two horizontal strengthening rib (5) of piecing together, prevent the concrete placement in-process, the template collapses. The split bolt (3) penetrates through a gap between the double-spliced transverse reinforcing ribs (5), and an iron base plate (13) is arranged between the nut (7) and the double-spliced transverse reinforcing ribs (5).
FIG. 2 is a detailed view of the connection node of the steel and glass fiber reinforced plastic combined elliptic cylinder template. Sponge strips (11) are stuck on the side ribs (10) of the steel mould (2) and the glass fiber reinforced plastic template (1), and the glass fiber reinforced plastic template side ribs (10) are clamped by L50mm multiplied by 5mm angle steel (9). The side edge of the steel die (2) is provided with a frame splicing reinforcing rib (8), and the steel die (2) is welded by angle steel (8). Preformed holes are formed in steel die frame splicing reinforcing ribs (8), edge ribs (10) of the glass fiber reinforced plastic template (1) and L50mm multiplied by 5mm angle steel (9), and the steel die (2) and the glass fiber reinforced plastic template (1) are connected through the preformed holes by bolts (12).
Claims (3)
1. The steel and glass fiber reinforced plastic combined elliptic column template is characterized in that: the elliptic cylinder template is formed by combining a glass fiber reinforced plastic template and a steel template, and the glass fiber reinforced plastic template is connected with the steel template through a connecting node;
the outer side of the steel template is provided with double-spliced transverse and vertical reinforcing ribs;
the steel templates on two sides of the elliptic cylinder are connected through split bolts;
the split bolt and the double-spliced transverse rib are fixed through the nut.
2. The steel and glass fiber reinforced plastic combined elliptical column template of claim 1, characterized in that:
sticking sponge strips on the steel templates and the side ribs of the glass fiber reinforced plastic templates, and clamping the side ribs of the glass fiber reinforced plastic templates by using L50 multiplied by 5 angle steel;
welding angle steel serving as a reinforcing rib on a frame on the side edge of the steel template;
the reinforcing ribs, the side ribs of the glass fiber reinforced plastic template and the L50 multiplied by 5 angle steel are provided with preformed holes which are connected by bolts.
3. The steel and glass fiber reinforced plastic combined elliptical column template of claim 1, characterized in that:
the split bolt passes through the gap between the double-spliced transverse reinforcing ribs, and an iron base plate is arranged between the nut and the double-spliced transverse reinforcing ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222176373.7U CN218061434U (en) | 2022-08-19 | 2022-08-19 | Steel and glass fiber reinforced plastic combined elliptic column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222176373.7U CN218061434U (en) | 2022-08-19 | 2022-08-19 | Steel and glass fiber reinforced plastic combined elliptic column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218061434U true CN218061434U (en) | 2022-12-16 |
Family
ID=84405726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222176373.7U Active CN218061434U (en) | 2022-08-19 | 2022-08-19 | Steel and glass fiber reinforced plastic combined elliptic column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218061434U (en) |
-
2022
- 2022-08-19 CN CN202222176373.7U patent/CN218061434U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101781878A (en) | Integral lifting template of main pylon of single-pylon cable-stayed bridge without dorsal cables and lifting construction method thereof | |
| CN107237437A (en) | Combined type reinforced truss floor support plate and its construction method | |
| CN108678193B (en) | Post-cast strip and construction method thereof | |
| CN202766972U (en) | Circular pier column hoop | |
| CN207092331U (en) | Combined type reinforced truss floor support plate | |
| CN109235280A (en) | The operation platform and construction method of bridge coping | |
| CN207888894U (en) | Dual-direction pre-tensioning system prestressed concrete track slab mold | |
| CN218061434U (en) | Steel and glass fiber reinforced plastic combined elliptic column template | |
| CN112227218A (en) | Stainless steel-wood combined template applied to bare concrete and manufacturing method thereof | |
| CN209194347U (en) | The operation platform of bridge coping | |
| CN218116554U (en) | Road tool type shaping steel template at inspection well mouth | |
| CN110056181A (en) | A kind of subsided rest room assembly steel form and construction method | |
| CN215629452U (en) | Pull rod-free mobile trolley construction device for frame bridge | |
| CN212052342U (en) | Construction auxiliary tool is transversely widened to prestressed concrete T roof beam of scalable regulation | |
| CN201588172U (en) | Integral single-tower non-dorsal-cord cable-stayed-bridge king tower lifting template | |
| CN115142474A (en) | Tool type shaping steel template for road at wellhead of inspection well and construction method thereof | |
| CN109457591B (en) | Aluminum alloy template system for standard section of box girder internal mold and construction method of aluminum alloy template system | |
| CN208633518U (en) | Prestressed concrete laminated floor slab hangs mould pouring construction structure | |
| CN209686924U (en) | A kind of large volume arc concrete steel lattice supporting framework | |
| CN109162371B (en) | Fixing structure of externally-adhered rubber water stop and construction method thereof | |
| CN208803370U (en) | A kind of pier stud mould making bridge pier column | |
| CN111877640A (en) | Assembled steel-concrete composite beam connected by perforated steel plates and manufacturing method | |
| CN206553938U (en) | Bridge pier integral formwork support one-shot forming structure | |
| CN219450474U (en) | Hollow mound construction mould | |
| CN110919825A (en) | Large die table die for plate type prefabricated part assembly line construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |