CN220285174U - Reinforced concrete column with cement plate without removing formwork - Google Patents
Reinforced concrete column with cement plate without removing formwork Download PDFInfo
- Publication number
- CN220285174U CN220285174U CN202321585381.5U CN202321585381U CN220285174U CN 220285174 U CN220285174 U CN 220285174U CN 202321585381 U CN202321585381 U CN 202321585381U CN 220285174 U CN220285174 U CN 220285174U
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- Prior art keywords
- column
- die
- reinforced concrete
- cement board
- concrete column
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- 239000004568 cement Substances 0.000 title claims abstract description 20
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 20
- 238000009415 formwork Methods 0.000 title description 3
- 230000002787 reinforcement Effects 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 239000011094 fiberboard Substances 0.000 description 4
- 238000007493 shaping process Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a reinforced concrete column of a disassembly-free cement board, which is technically characterized by comprising a reinforcement cage and a column side mold, wherein the column side mold is arranged outside the reinforcement cage, a clamping assembly is further arranged on the column side mold and is used for connecting the column side mold with a connecting stud, and the connecting stud is connected with the reinforcement cage and the column side mold.
Description
Technical Field
The utility model relates to the technical field of civil engineering, in particular to a reinforced concrete column with a form removal-free cement plate.
Background
The reinforced concrete column is the most basic bearing construction in various engineering structures such as houses, bridges, water conservancy and the like, the reinforced concrete column is divided into a cast-in-place column and a prefabricated column according to a construction mode, the cast-in-place reinforced concrete column has good integrity, but the formwork support workload is large; the construction of the prefabricated reinforced concrete column is convenient, but the connection quality of the nodes is ensured.
At present, when a cast-in-situ column is constructed, a column frame of a casting column is formed by using a mould column made of various materials, and the mould column is also divided into: big steel form post, design wood form post and design aluminium form post, but current form post often all need be demolded, and big steel form post still has the short column that needs every limit to enlarge bottom to pre-buried steel corrugated pipe has increased the consumption of material. The wood pattern column also has the problem that the molding effect is poor along with the increase of the using times of the wood pattern. The investment of the shaping aluminum die column in the early stage for the die column is relatively large, and the cement board reinforced concrete column free of die stripping needs to be solved, so that the effect that the die stripping is not needed when the concrete column is formed is achieved.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model aims to provide a form removal-free cement board reinforced concrete column so as to solve the technical problems existing in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
a form removal free cement board reinforced concrete column comprising:
a reinforcement cage;
the column side mold is arranged at the outer side of the reinforcement cage, and is also provided with a clamping assembly which is used for connecting the column side mold;
and the connecting studs are connected with the reinforcement cage and the column side die.
As a further improvement of the utility model, the steel reinforcement framework comprises an outer frame beam and an inner supporting beam, wherein the outer side of the outer frame beam is also connected with steel lugs, the steel lugs are connected with a column side die through connecting studs, a first convex column is formed on the inner side of the outer frame beam, and the inner supporting beam is connected with the first convex column and is welded with the first convex column.
As a further improvement of the utility model, the reinforcement cage further comprises a reinforcement beam, wherein the reinforcement beam is arranged vertically to the inner supporting beam, and the reinforcement beam is welded and fixed with the inner supporting beam and the outer frame beam.
As a further improvement of the utility model, a second convex column is arranged at the joint of the reinforcing beam and the outer frame beam, and rib pieces are respectively arranged on the reinforcing beam and the outer frame beam, and are respectively arranged at two sides of the second convex column and welded with the convex column.
As a further improvement of the utility model, the rib sheet is obliquely arranged between the reinforcing beam and the reinforcing beam.
As a further improvement of the utility model, the clamping assembly comprises a female buckle and a male groove, the column side die comprises an inner die and an outer die, the male groove is arranged on one side of the outer die facing the reinforcement cage, the female buckle is arranged at two ends of the inner die, and the female buckle is arranged in the male groove when the inner die is connected with the outer die.
As a further improvement of the utility model, the clamping assembly further comprises a positioning bolt, wherein the positioning bolt is used for connecting the outer die and the female buckle.
As a further improvement of the utility model, a groove is formed on the side of the column side mould facing the steel reinforcement framework.
The utility model has the beneficial effects that: through finished product cement fiberboard to make post side form self possess bearing capacity, form wholly after installing the reinforcement cage periphery with post side form, thereby possess stronger bearing capacity, wholeness, stability, the work of assembling post side form and reinforcement cage is accomplished on ground, so greatly reduced construction degree of difficulty and safe risk, reduce the process and alternate, reduce the aerial work, accelerate construction speed, reduce engineering cost, promote the security, shaping is effectual, because cement fiberboard itself has fire behavior, so the whole fire behavior of component is better, the effect that need not take out the form when carrying out the formation concrete column has been realized.
Drawings
Fig. 1 is a schematic diagram showing the structure of a reinforcement cage and a column side mold;
fig. 2 is a schematic diagram showing the structure of a column side mold.
Reference numerals: 1. a reinforcement cage; 11. an outer frame beam; 12. an inner bracing beam; 13. steel lugs; 14. a first convex column; 15. a second convex column; 16. a stiffening beam; 17. a gusset; 2. a column side mold; 21. an inner mold; 22. an outer mold; 23. a groove; 3. a clamping assembly; 31. a female buckle; 32. a subslot; 33. positioning bolts; 4. and connecting the studs.
Detailed Description
The utility model will now be described in further detail with reference to the drawings and examples. Wherein like parts are designated by like reference numerals. It should be noted that the words "front", "back", "left", "right", "upper" and "lower" used in the following description refer to directions in the drawings, and the words "bottom" and "top", "inner" and "outer" refer to directions toward or away from, respectively, the geometric center of a particular component.
Referring to fig. 1 and 2, the concrete implementation mode of the reinforced concrete column of the demolding-free cement board of the utility model comprises a reinforcement cage 1, a column side mold 2 and a connecting stud 4, wherein the column side mold 2 is arranged outside the reinforcement cage 1, a clamping assembly 3 is further arranged on the column side mold 2, the clamping assembly 3 is used for connecting the column side mold 2, and the connecting stud 4 is connected with the reinforcement cage 1 and the column side mold 2.
The steel reinforcement framework 1 comprises an outer frame beam 11 and an inner supporting beam 12, wherein the outer side of the outer frame beam 11 is also connected with steel lugs 13, the steel lugs 13 are connected with the column side mold 2 through connecting studs 4, a first convex column 14 is formed on the inner side of the outer frame beam 11, and the inner supporting beam 12 is connected with the first convex column 14 and welded with the first convex column 14.
The reinforcement cage 1 further comprises a reinforcement beam 16, the reinforcement beam 16 is perpendicular to the inner bracing beam 12, and the reinforcement beam 16 is welded and fixed with the inner bracing beam 12 and the outer frame beam 11.
The reinforcing beam 16 is further provided with a second convex column 15 at the joint with the outer frame beam 11, the reinforcing beam 16 and the outer frame beam 11 are further provided with rib pieces 17 respectively, the rib pieces 17 are respectively arranged on two sides of the second convex column 15 and welded with the convex column, and the rib pieces 17 are obliquely arranged with the reinforcing beam 16.
The clamping assembly 3 comprises a female buckle 31 and a male groove 32, the column side die 2 comprises an inner die 21 and an outer die 22, the male groove 32 is formed in one side of the outer die 22 facing the reinforcement cage 1, the female buckle 31 is arranged at two ends of the inner die 21, when the inner die 21 is connected with the outer die 22, the female buckle 31 is buckled in the male groove 32, the clamping assembly 3 further comprises a positioning bolt 33, the positioning bolt 33 is used for connecting the outer die 22 and the female buckle 31, and a groove 23 is formed in one side of the column side die 2 facing the reinforcement cage 1.
Working principle and effect:
through finished product cement fiberboard to make post side form 2 self possess bearing capacity, install post side form 2 in the framework of steel reinforcement 1 periphery after forming wholly, thereby possess stronger bearing capacity, wholeness, stability, the work of assembling post side form 2 and framework of steel reinforcement 1 is accomplished on ground, so greatly reduced construction degree of difficulty and security risk, reduce the process and alternate, reduce the aerial work, accelerate construction speed, reduce engineering cost, promote the security, the shaping is effectual, because cement fiberboard itself has fire behavior, so the whole fire behavior of component is better, the effect of need not taking out the form when carrying out the formation concrete column has been realized.
The above description is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to the present utility model may occur to one skilled in the art without departing from the principles of the present utility model and are intended to be within the scope of the present utility model.
Claims (8)
1. A form removal-free cement board reinforced concrete column, comprising:
a reinforcement cage (1);
the column side mold (2), the column side mold (2) is arranged outside the reinforcement cage (1), the column side mold (2) is further provided with a clamping assembly (3), and the clamping assembly (3) is used for connecting the column side mold (2);
the connecting stud (4), connecting stud (4) connects framework of steel reinforcement (1) and post side form (2).
2. The form removal-free cement board reinforced concrete column of claim 1, wherein: the steel reinforcement framework (1) comprises an outer frame beam (11) and an inner supporting beam (12), the outer side of the outer frame beam (11) is further connected with steel lugs (13), the steel lugs (13) are connected with a column side die (2) through connecting studs (4), a first convex column (14) is formed on the inner side of the outer frame beam (11), and the inner supporting beam (12) is connected with the first convex column (14) and is connected with the first convex column (14) in a welding mode.
3. The form removal-free cement board reinforced concrete column of claim 2, wherein: the steel reinforcement framework (1) further comprises a reinforcing beam (16), the reinforcing beam (16) is perpendicular to the inner supporting beam (12), and the reinforcing beam (16) is welded and fixed with the inner supporting beam (12) and the outer frame beam (11).
4. A form removal free cement board reinforced concrete column according to claim 3, characterized in that: the reinforcing beam (16) and the outer frame beam (11) are connected, a second convex column (15) is further arranged, ribs (17) are further arranged on the reinforcing beam (16) and the outer frame beam (11) respectively, and the ribs (17) are arranged on two sides of the second convex column (15) respectively and welded with the convex columns.
5. The form removal-free cement board reinforced concrete column of claim 4, wherein: the rib sheets (17) and the reinforcing beams (16) are obliquely arranged.
6. The form removal-free cement board reinforced concrete column of claim 5, wherein: the clamping assembly (3) comprises a female buckle (31) and a secondary groove (32), the column side die (2) comprises an inner die (21) and an outer die (22), the secondary groove (32) is formed in one side, facing the reinforcement cage (1), of the outer die (22), the female buckle (31) is arranged at two ends of the inner die (21), and when the inner die (21) is connected with the outer die (22), the female buckle (31) is buckled in the secondary groove (32).
7. The form removal-free cement board reinforced concrete column of claim 6, wherein: the clamping assembly (3) further comprises a positioning bolt (33), and the positioning bolt (33) is used for connecting the outer die (22) and the female buckle (31).
8. The form removal-free cement board reinforced concrete column of claim 7, wherein: and a groove (23) is formed on one side of the column side die (2) facing the reinforcement cage (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321585381.5U CN220285174U (en) | 2023-06-20 | 2023-06-20 | Reinforced concrete column with cement plate without removing formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321585381.5U CN220285174U (en) | 2023-06-20 | 2023-06-20 | Reinforced concrete column with cement plate without removing formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220285174U true CN220285174U (en) | 2024-01-02 |
Family
ID=89343592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321585381.5U Active CN220285174U (en) | 2023-06-20 | 2023-06-20 | Reinforced concrete column with cement plate without removing formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220285174U (en) |
-
2023
- 2023-06-20 CN CN202321585381.5U patent/CN220285174U/en active Active
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