CN217710362U - Pier instrumental combined steel template - Google Patents
Pier instrumental combined steel template Download PDFInfo
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- CN217710362U CN217710362U CN202221876613.8U CN202221876613U CN217710362U CN 217710362 U CN217710362 U CN 217710362U CN 202221876613 U CN202221876613 U CN 202221876613U CN 217710362 U CN217710362 U CN 217710362U
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- steel form
- wall
- pier
- semicircle steel
- curb plate
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Abstract
The utility model discloses a pier instrumentization combination steel form, include: semicircle steel form, the bottom welding of semicircle steel form has the foundation ring, and the top welding of semicircle steel form has the top circle, the even welding of outer wall of semicircle steel form has the reinforcing plate, and the both sides of semicircle steel form all have welded the curb plate, the outer wall cover of curb plate is equipped with the cover frame, and the both sides of cover frame evenly are provided with the mounting panel. The utility model discloses inside accessible fixture block card goes into the card hole that corresponds, carry out certain location direction, avoid squinting between the semicircle steel form, then overlap the frame cover on the curb plate outer wall, realize spacing to the curb plate, avoid appearing the gap and thick liquids infiltration between the curb plate simultaneously, and through the further thick liquids infiltration of avoiding of cover frame, form certain horizontal spacing through beaded finish and lug simultaneously, improve the intensity of self, finally realize the instrumentization aggregate erection of steel form, thereby the problem that installation intensity is not high has been solved.
Description
Technical Field
The utility model relates to a pier steel form technical field specifically is pier instrumentization combination steel form.
Background
When carrying out the bridge construction, the construction of pier is especially important, and the construction of pier is the mode that adopts to pour now, and it needs to use the cylinder steel form, carries out certain concatenation through placing two semicircle steel forms in the assigned position, forms a hollow cylinder, and a large amount of steel reinforcement cages can be installed to the inside of cylinder simultaneously, finally pours the realization with concrete and builds the pier.
And present steel form exists certain trouble when the combination, all adopts the bolt to fix between its two templates, needs to satisfy a large amount of hole sites and aligns, and accomplishes the back through the bolt installation, does not have other reinforced structure, appears permeating easily under the large pressure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pier instrumentization combination steel form to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the pier instrumentization combination steel form includes: semicircle steel form, the bottom welding of semicircle steel form has the foundation ring, and the top welding of semicircle steel form has the top circle, the even welding of outer wall of semicircle steel form has the reinforcing plate, and the both sides of semicircle steel form all have welded the curb plate, the outer wall cover of curb plate is equipped with the cover frame, and the both sides of cover frame evenly are provided with the mounting panel, the both sides of mounting panel all rotate and are connected with the gim peg that runs through the cover frame.
As a further aspect of the present invention: the welding of intermediate position department between the mounting panel has the beaded finish, and the inner wall and the reinforcing plate laminating of beaded finish.
As a further aspect of the present invention: the inner side of the reinforcing ring is uniformly welded with a convex block, and the inner side of the convex block is tightly attached to the outer wall of the semicircular steel template.
As a further aspect of the present invention: the side opposite to the side plate is evenly welded with a clamping block, and the side wall of the side plate on one side of the clamping block is correspondingly provided with a clamping hole.
As a further aspect of the present invention: the overlooking shape of the sleeve frame is C-shaped, and the inner wall of the sleeve frame is tightly attached to the side plate.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this pier instrumentization combination steel form, inside the card hole that corresponds is gone into through the fixture block card, carry out certain location direction, avoid skew between the semicircle steel form, then overlap the cover frame on the curb plate outer wall, realize spacing to the curb plate, avoid appearing the gap and the thick liquids infiltration between the curb plate simultaneously, and further avoid the thick liquids infiltration through the cover frame, form certain horizontal spacing through beaded finish and lug simultaneously, improve the intensity of self, finally realize the instrumentization aggregate erection of steel form, thereby the problem that the installation strength is not high has been solved.
Drawings
Fig. 1 is a schematic view of the front view cross-sectional structure of the present invention.
Fig. 2 is a schematic perspective view of the present invention.
Fig. 3 is a schematic perspective view of the reinforcing ring of the present invention.
In the figure: 1. a semicircular steel template; 2. a reinforcing plate; 3. a reinforcement ring; 4. a bump; 5. a bottom ring; 6. a side plate; 7. mounting a plate; 8. sleeving a frame; 9. a fixing bolt; 10. a clamping block; 11. a clamping hole; 12. and (6) a top ring.
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. 1-3, the pier tooling combination steel form of the present embodiment includes: semicircle steel form 1, semicircle steel form 1's bottom welding has a foundation ring 5, and semicircle steel form 1's top welding has a top ring 12, and semicircle steel form 1's outer wall evenly welds has reinforcing plate 2, and semicircle steel form 1's both sides all weld curb plate 6, and the outer wall cover of curb plate 6 is equipped with cover frame 8, and the both sides of cover frame 8 evenly are provided with mounting panel 7, and the both sides of mounting panel 7 all rotate and are connected with the gim peg 9 that runs through cover frame 8.
Referring to fig. 1, in the present embodiment, a reinforcing ring 3 is welded at the middle position between the mounting plates 7, and the inner wall of the reinforcing ring 3 is attached to the reinforcing plate 2.
It should be noted that, because the inner wall of the reinforcing ring 3 is attached to the reinforcing plate 2, the strength of the semicircular steel form 1 is improved through the reinforcing ring 3.
Referring to fig. 1 and 3, in the present embodiment, the inner side of the reinforcement ring 3 is uniformly welded with the bumps 4, and the inner side of the bumps 4 is tightly attached to the outer wall of the semicircular steel template 1.
It should be noted that, because the inner side of the convex block 4 is tightly attached to the outer wall of the semicircular steel template 1, the convex block 4 is convenient to further bear pressure.
Referring to fig. 1, in the present embodiment, a fixture block 10 is uniformly welded on a side of the side plate 6 opposite to the side plate 6, and a fixture hole 11 is correspondingly formed on a side wall of the side plate 6 on the side of the fixture block 10.
It should be noted that, the fixture blocks 10 are inserted into the corresponding fixture holes 11 to perform a certain positioning and guiding, so as to avoid the deviation between the semicircular steel templates 1.
Referring to fig. 1 and 2, in the present embodiment, the top view of the sleeve frame 8 is C-shaped, and the inner wall of the sleeve frame 8 is closely attached to the side plate 6.
It should be noted that, because the inner wall of the sleeve frame 8 is closely attached to the side plates 6, the slurry penetration due to the gap between the side plates 6 is avoided, and the slurry penetration is further avoided through the sleeve frame 8.
It can be understood that this pier instrumentization combination steel form can carry out the combination installation of instrumentization to improve holistic intensity greatly, the phenomenon of thick liquids infiltration appears in the avoidance that simultaneously can be fine.
The working principle of the above embodiment is as follows:
during operation, build the position with two semicircle steel templates 1 laminating each other at the pier, make inside fixture block 10 card goes into the card hole 11 that corresponds, then overlap 8 covers on 6 outer walls of curb plate with cover frame, overlap 3 covers on 2 outer walls of reinforcing plate, then fix curb plate 6 and cover frame 8 through gim peg 9, realize the inseparable laminating to semicircle steel template 1, form certain horizontal spacing through reinforcing ring 3 and lug 4 simultaneously, improve the intensity of self, finally realize the instrumentization aggregate erection of steel template.
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.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The pier instrumentization combination steel form includes: semicircle steel template (1), its characterized in that: the welding of the bottom of semicircle steel mould board (1) has foundation ring (5), and the welding of the top of semicircle steel mould board (1) has top circle (12), the even welding of the outer wall of semicircle steel mould board (1) has reinforcing plate (2), and the both sides of semicircle steel mould board (1) all have welded curb plate (6), the outer wall cover of curb plate (6) is equipped with cover frame (8), and the both sides of cover frame (8) evenly are provided with mounting panel (7), the both sides of mounting panel (7) all rotate be connected with gim peg (9) that run through cover frame (8).
2. The pier tooled combined steel template as claimed in claim 1, wherein: the welding of intermediate position department between mounting panel (7) has beaded finish (3), and the inner wall and the reinforcing plate (2) of beaded finish (3) laminate mutually.
3. The pier tooled combined steel template as claimed in claim 2, wherein: the inner side of the reinforcing ring (3) is uniformly welded with the convex block (4), and the inner side of the convex block (4) is tightly attached to the outer wall of the semicircular steel template (1).
4. The pier tooled combined steel template as claimed in claim 1, wherein: the side opposite to the side plate (6) is uniformly welded with a clamping block (10), and a clamping hole (11) is correspondingly formed in the side wall of the side plate (6) on one side of the clamping block (10).
5. The pier tooled combined steel template as claimed in claim 1, wherein: the overlooking shape of the sleeve frame (8) is C-shaped, and the inner wall of the sleeve frame (8) is tightly attached to the side plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221876613.8U CN217710362U (en) | 2022-07-19 | 2022-07-19 | Pier instrumental combined steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221876613.8U CN217710362U (en) | 2022-07-19 | 2022-07-19 | Pier instrumental combined steel template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217710362U true CN217710362U (en) | 2022-11-01 |
Family
ID=83780068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221876613.8U Active CN217710362U (en) | 2022-07-19 | 2022-07-19 | Pier instrumental combined steel template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217710362U (en) |
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2022
- 2022-07-19 CN CN202221876613.8U patent/CN217710362U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Toolized composite steel formwork for bridge piers Effective date of registration: 20230613 Granted publication date: 20221101 Pledgee: Bank of China Limited Foshan Sanshui Sub branch Pledgor: Foshan Lingsheng Steel Structure Co.,Ltd. Registration number: Y2023980043665 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |