CN220579812U - Cylinder type concrete veneer template structure - Google Patents
Cylinder type concrete veneer template structure Download PDFInfo
- Publication number
- CN220579812U CN220579812U CN202321965040.0U CN202321965040U CN220579812U CN 220579812 U CN220579812 U CN 220579812U CN 202321965040 U CN202321965040 U CN 202321965040U CN 220579812 U CN220579812 U CN 220579812U
- Authority
- CN
- China
- Prior art keywords
- cylindrical
- formwork structure
- arc
- template structure
- template
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 238000009415 formwork Methods 0.000 claims abstract description 23
- 239000011120 plywood Substances 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000004880 explosion Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a cylindrical concrete glued formwork structure, which is arranged at the joint of a pier stud and a tie beam, and comprises a plurality of arc-shaped formworks and steel belts, wherein splicing grooves are formed in two side edges of each arc-shaped formwork, the arc-shaped formworks are spliced into a cylindrical formwork structure through the splicing grooves, and the steel belts are hooped on the outer side wall surface of the cylindrical formwork structure; the lower side of the cylindrical template structure is provided with a local notch, and the width of the local notch is the same as that of the tie beam. The utility model has the advantages that: the weight is light; the die can be disassembled 24 hours after the concrete is poured; compared with the steel mould, the method directly saves comprehensive cost for engineering, shortens the construction period by 70%, has high construction efficiency, lower price than the steel mould and is convenient to disassemble, assemble and transport.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a cylindrical concrete glued template structure.
Background
In bridge construction, the application of the steel template always occupies the first place, but the steel template has higher cost, transportation cost, volume and weight, higher mechanical hoisting cost, excessive occupied force and overlarge limitation, and is not applicable to sites with too few bridge tie beams.
In addition, there is a difficulty in constructing a form of a corresponding shape at the connection end of the tie beam and the pier column, and thus, a rigid node form that can be formed by a circular section and a rectangular section is rapidly constructed by those skilled in the art.
Disclosure of Invention
According to the defects of the prior art, the utility model provides a cylindrical concrete glued template structure, which is formed by splicing arc templates and fastening the arc templates through steel belts, so that a firm template structure is realized, and a template shape required at the joint of a tie beam and a pier column is realized by cutting local gaps with matched tie beam widths.
The utility model is realized by the following technical scheme:
the cylindrical concrete glued template structure is arranged at the joint of the pier stud and the tie beam, and is characterized by comprising a plurality of arc templates and fixed steel strips, wherein splicing grooves are formed in two side edges of each arc template, the arc templates are spliced into a cylindrical template structure through the splicing grooves, and the fixed steel strips are hooped on the outer side wall surface of the cylindrical template structure; the lower side of the cylindrical template structure is provided with a local notch, and the width of the local notch is the same as that of the tie beam.
The fixed steel strips are arranged on the outer side wall surface of the cylindrical die plate structure at intervals from top to bottom, and the vertical distance is less than or equal to 300mm.
The outside of cylinder template structure is provided with the steel pipe support, the steel pipe support is formed by the combination of indulging pipe and violently managing, and all around violently managing respectively through a square timber will cylinder template structure locks.
Partial notches are respectively formed in two sides of the lower portion of the cylindrical template structure.
The inner wall surface of the cylindrical template structure is provided with a rubber sealing ring, and the rubber sealing ring is arranged at the bottommost end of the cylindrical template structure.
The utility model has the advantages that:
(1) The weight is light: 2-3 persons can install the device without large mechanical assistance. The die can be disassembled 24 hours after the concrete is poured;
(2) The surface clear water has good effect, good water resistance, good air permeability and good heat preservation property;
(3) The width is large, the number of joints is reduced, the joints are randomly cut into special sizes and shapes, and the splicing is convenient;
(4) Compared with a steel mould, the method directly saves comprehensive cost for engineering, shortens the construction period by 70%, has high construction efficiency, lower price than the steel mould and is convenient to disassemble, assemble and transport;
(5) The grooves are spliced, the templates are formed by combining and splicing two, three or more arc-shaped templates, and the interfaces of the four sides of each template are provided with concave-convex grooves, so that the templates can be tightly combined, slurry leakage is prevented, and the stability and the reinforcement are realized;
(6) Fixing the steel belt: steel strips are adopted for reinforcement in the formwork installation process, so that the strength is high, the toughness is good, the impact force of concrete on the formwork is relieved, the formwork explosion is prevented, and the installation efficiency is high.
Drawings
FIG. 1 is a schematic diagram of a cylindrical concrete plywood form in the present utility model;
FIG. 2 is a schematic cross-sectional view of a cylindrical concrete form of the present utility model in a fixed steel strip position;
FIG. 3 is a schematic cross-sectional view of a cylindrical concrete plywood form of the utility model in a square lumber position;
fig. 4 is a schematic view of the cylindrical concrete plywood form of the present utility model installed at the junction of the tie beam and pier stud.
Description of the embodiments
The features of the present utility model and other related features are described in further detail below by way of example in conjunction with the following drawings, to facilitate understanding by those skilled in the art:
as shown in fig. 1-4, the labels in the figures are respectively: the steel plate comprises a cylindrical template structure 1, an arc-shaped template 2, a local notch 3, a splicing groove 4, a fixed steel belt 5, a rubber sealing ring 6, a tie beam 7, a pier column 8, a transverse pipe 9 and square timber 10.
Examples: as shown in fig. 1, 2, 3 and 4, the present embodiment specifically relates to a cylindrical concrete glued formwork structure, which is disposed at the joint of the pier stud 8 and the tie beam 7; the glued template structure comprises a plurality of arc templates 2 and fixed steel belts 5, wherein splicing grooves 4 are respectively formed in two side edges of the arc templates 2, namely, one side is a groove, and the other side is a boss; the arc templates 2 are mutually spliced through splicing grooves 4 to form a cylindrical template structure 1; the lower part of the cylindrical template structure 1 is provided with a local notch 3, and the size width of the local notch 3 is the same as the width of the tie beam 7, so that the local notch 3 of the cylindrical template structure 1 is sleeved at the joint of the pier column 8 and the tie beam 7.
As shown in fig. 2, 3 and 4, a plurality of fixed steel belts 5 are sleeved on the outer side wall surface of the cylindrical die plate structure 1 at intervals from top to bottom, and the vertical spacing between the fixed steel belts 5 is less than or equal to 300mm; the fixing steel belt 5 is closed through screw fixing, and the screwing degree of each screw is kept consistent as much as possible when the screws of the fixing steel belt 5 are fastened, so that the construction safety can be guaranteed to the greatest extent. The outside at cylinder template structure 1 is provided with the steel pipe support, and the steel pipe support is formed by vertical pipe and horizontal pipe 9 combination, and the vertical pipe lower extreme of whole steel pipe support is fixed in ground or is pier stud 8's lower part, and horizontal pipe 9 all around locks cylinder template structure 1 through square timber 10 to stabilize the reinforcement to cylinder template structure 1's gesture. In addition, be provided with a rubber seal 6 at the internal face of cylinder template structure 1, rubber seal 6 sets up in cylinder template structure 1's lower extreme, can avoid taking place the seepage when pouring the concrete through the setting of rubber seal 6.
The beneficial effects of this embodiment are:
(1) The weight is light: 2-3 persons can install the device without large mechanical assistance. The die can be disassembled 24 hours after the concrete is poured;
(2) The surface clear water has good effect, good water resistance, good air permeability and good heat preservation property;
(3) The width is large, the number of joints is reduced, the joints are randomly cut into special sizes and shapes, and the splicing is convenient;
(4) Compared with a steel mould, the method directly saves comprehensive cost for engineering, shortens the construction period by 70%, has high construction efficiency, lower price than the steel mould and is convenient to disassemble, assemble and transport;
(5) The grooves are spliced, the templates are formed by combining and splicing two, three or more arc-shaped templates, and the interfaces of the four sides of each template are provided with concave-convex grooves, so that the templates can be tightly combined, slurry leakage is prevented, and the stability and the reinforcement are realized;
(6) Fixing the steel belt: steel strips are adopted for reinforcement in the formwork installation process, so that the strength is high, the toughness is good, the impact force of concrete on the formwork is relieved, the formwork explosion is prevented, and the installation efficiency is high.
Claims (5)
1. The cylindrical concrete glued template structure is arranged at the joint of the pier stud and the tie beam, and is characterized by comprising a plurality of arc templates and fixed steel strips, wherein splicing grooves are formed in two side edges of each arc template, the arc templates are spliced into a cylindrical template structure through the splicing grooves, and the fixed steel strips are hooped on the outer side wall surface of the cylindrical template structure; the lower side of the cylindrical template structure is provided with a local notch, and the width of the local notch is the same as that of the tie beam.
2. The cylindrical concrete plywood formwork structure of claim 1, wherein the fixing steel strips are arranged on the outer side wall surface of the cylindrical formwork structure at intervals from top to bottom, and the vertical interval is less than or equal to 300mm.
3. The cylindrical concrete glued formwork structure according to claim 1, wherein a steel pipe support is arranged on the outer side of the cylindrical formwork structure, the steel pipe support is formed by combining a longitudinal pipe and a transverse pipe, and the cylindrical formwork structure is locked by the surrounding transverse pipes through square timber.
4. The cylindrical concrete plywood formwork structure of claim 1, wherein the two sides of the lower part of the cylindrical formwork structure are respectively provided with a local notch.
5. The cylindrical concrete plywood formwork structure according to claim 1, wherein the inner wall surface of the cylindrical formwork structure is provided with a rubber sealing ring, and the rubber sealing ring is arranged at the lowest end of the cylindrical formwork structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321965040.0U CN220579812U (en) | 2023-07-25 | 2023-07-25 | Cylinder type concrete veneer template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321965040.0U CN220579812U (en) | 2023-07-25 | 2023-07-25 | Cylinder type concrete veneer template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220579812U true CN220579812U (en) | 2024-03-12 |
Family
ID=90121641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321965040.0U Active CN220579812U (en) | 2023-07-25 | 2023-07-25 | Cylinder type concrete veneer template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220579812U (en) |
-
2023
- 2023-07-25 CN CN202321965040.0U patent/CN220579812U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5611182A (en) | Wall form system and apparatus | |
| US5809726A (en) | Foundation construction system | |
| CN105926936A (en) | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system | |
| US5398909A (en) | Channel beam and T-bolt system | |
| US5219473A (en) | Adjustable concrete formwork system | |
| CN114482375A (en) | Integral joint type reinforced concrete laminated slab and construction method | |
| KR101523987B1 (en) | H type fixture used wall mold and manufacture method of eco mold for wall using it | |
| CN105155686A (en) | House beam column and profile connection structure and sleeper integration house | |
| CN220579812U (en) | Cylinder type concrete veneer template structure | |
| CN205677237U (en) | Square stiffened column assembled variable area template system | |
| CN113152893A (en) | Template for building construction and using method | |
| CN112982774A (en) | Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template | |
| KR20040042029A (en) | The structure of concrete forms constructed for wall and slab | |
| CN214885493U (en) | Regularization clear water concrete negative and positive angle template props up establishes device | |
| CN216042665U (en) | Template for building construction | |
| CN211973582U (en) | Basement template system | |
| KR20230046923A (en) | A Section Reducing Member and a Fixing Frame for Concrete Structure and a Construction Method thereof | |
| CN207739618U (en) | Plastic-aluminum combination template | |
| CN219825774U (en) | Assembled prefabricated multi-ribbed cavity floor slab and member thereof | |
| CN204457074U (en) | Combined enclosing wall component | |
| CN218541534U (en) | UPVC pipe concrete column supporting system for post-cast strip of top plate of warehouse | |
| CN213509567U (en) | Arc chamfer standard modulus aluminum template for building | |
| CN212002234U (en) | Template is used in construction of water pump room wall | |
| CN218138763U (en) | Pouring mold for chamfering building structure | |
| CN219060869U (en) | A template support system for subway station concrete placement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |