CN214940390U - Template for pouring full-package concrete of pipeline - Google Patents
Template for pouring full-package concrete of pipeline Download PDFInfo
- Publication number
- CN214940390U CN214940390U CN202121475060.0U CN202121475060U CN214940390U CN 214940390 U CN214940390 U CN 214940390U CN 202121475060 U CN202121475060 U CN 202121475060U CN 214940390 U CN214940390 U CN 214940390U
- Authority
- CN
- China
- Prior art keywords
- pull rod
- channel steel
- connecting plate
- panel
- pipeline
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a template for full-package concrete pouring of a pipeline, which comprises a panel; the upper side and the lower side of the panel are connected with channel steel, and the left side and the right side of the panel are connected with connecting plates; the channel steel is connected with a pull rod connecting plate; the panels, the channel steel, the connecting plates and the pull rod connecting plates form formworks, and the formworks are connected through pull rods. The material of the utility model can be recycled, thus greatly saving the material; the concrete pouring quality is ensured, the pouring efficiency is improved, and the cost is reduced; the method is used as an earth excavation supporting structure, but load calculation is required according to the field excavation condition.
Description
Technical Field
The utility model relates to a full packet of concrete placement's of pipeline template belongs to engineering construction technical field, is applicable to the condition that the full packet of municipal pipeline concrete was pour, also is applicable to the concrete placement who is the linear type equally.
Background
In the prior art, the wood template has low recycling value, is easy to deform after being soaked in water, is inconvenient to remove, is inflammable, and has high manufacturing cost of the aluminum template.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a full packet of concrete placement's of pipeline template, this full packet of concrete placement's of pipeline template rigidity is strong, stability is good, the turnover number of times is many, the form removal is convenient.
The utility model discloses a following technical scheme can realize.
The utility model provides a template for pipeline full-package concrete pouring, which comprises a panel; the upper side and the lower side of the panel are connected with channel steel, and the left side and the right side of the panel are connected with connecting plates; the channel steel is connected with a pull rod connecting plate; the panels, the channel steel, the connecting plates and the pull rod connecting plates form formworks, and the formworks are connected through pull rods.
The channel steel, pull rod connecting plate all are equipped with a plurality ofly.
And a plurality of bolt holes which are uniformly distributed are arranged on the connecting plate.
The pull rod connecting plate is provided with a bolt hole.
The pull rod is a stud pull rod.
The pull rod is connected with the pull rod connecting plate.
The beneficial effects of the utility model reside in that: the material can be recycled, so that the material is greatly saved; the concrete pouring quality is ensured, the pouring efficiency is improved, and the cost is reduced; the method is used as an earth excavation supporting structure, but load calculation is required according to the field excavation condition.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
in the figure: 1-panel, 2-channel steel, 3-connecting plate, 4-pull rod connecting plate and 5-pull rod.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
Example 1
As shown in fig. 1, a formwork for full-package concrete pouring of a pipeline comprises a panel 1; the upper side and the lower side of the panel 1 are connected with channel steel 2, and the left side and the right side are connected with connecting plates 3; in order to prevent the mold from being exploded in the return stroke of concrete pouring, a pull rod connecting plate 4 is connected to the channel steel 2; the panel 1, the channel steel 2, the connecting plates 3 and the pull rod connecting plates 4 form templates, and the templates are connected through pull rods 5.
Example 2
The protocol of example 1 was followed and: the channel steel 2 and the pull rod connecting plate 4 are provided with a plurality of grooves.
Example 3
The protocol of example 1 was followed and: a plurality of bolt holes which are uniformly distributed are formed in the connecting plate 3, and a plurality of templates can be connected through bolts according to the field condition.
Example 4
The protocol of example 1 was followed and: the pull rod connecting plate 4 is provided with a bolt hole.
Example 5
The protocol of example 1 was followed and: the pull rod 5 is a stud pull rod.
Example 6
The protocol of example 1 was followed and: the pull rod (5) is connected with the pull rod connecting plate (4)
Example 7
Based on the above embodiment, specifically: the panel 1 is made of a thin steel plate, and two channel steel 2 are welded at the upper and lower positions of the back of the panel 1, so that the rigidity of the template can be ensured, and the deformation in the use process is avoided.
Furthermore, the formworks on the two sides of the pipeline are connected through the pull rods 5, the stability of the formworks is guaranteed, and after the formworks are installed, the supports behind the formworks can be determined according to the pouring conditions on site.
In summary, after the pipeline installation is accepted, the formwork is installed before the concrete fully-wrapped pipeline, and the pipeline is generally constructed in a segmented manner due to the long construction distance, so that the formwork can be dismantled and used for the next segment after the construction of the first segment is completed, and the material can be recycled.
Claims (6)
1. The utility model provides a template of pipeline full package concrete placement, includes panel (1), its characterized in that: the upper side and the lower side of the panel (1) are connected with channel steel (2), and the left side and the right side are connected with connecting plates (3); the channel steel (2) is connected with a pull rod connecting plate (4); the face plate (1), the channel steel (2), the connecting plates (3) and the pull rod connecting plates (4) form templates, and the templates are connected through pull rods (5).
2. The formwork for pipe full-cast concrete according to claim 1, wherein: the channel steel (2) and the pull rod connecting plate (4) are provided with a plurality of grooves.
3. The formwork for pipe full-cast concrete according to claim 1, wherein: and a plurality of bolt holes which are uniformly distributed are arranged on the connecting plate (3).
4. The formwork for pipe full-cast concrete according to claim 1, wherein: the pull rod connecting plate (4) is provided with a bolt hole.
5. The formwork for pipe full-cast concrete according to claim 1, wherein: the pull rod (5) is a stud pull rod.
6. The formwork for pipe full-cast concrete according to claim 1, wherein: the pull rod (5) is connected with the pull rod connecting plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121475060.0U CN214940390U (en) | 2021-06-30 | 2021-06-30 | Template for pouring full-package concrete of pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121475060.0U CN214940390U (en) | 2021-06-30 | 2021-06-30 | Template for pouring full-package concrete of pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214940390U true CN214940390U (en) | 2021-11-30 |
Family
ID=79076258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121475060.0U Active CN214940390U (en) | 2021-06-30 | 2021-06-30 | Template for pouring full-package concrete of pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214940390U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262960A (en) * | 2022-07-04 | 2022-11-01 | 福建建工集团有限责任公司 | Vertical pipe-wrapped construction method for cast-in-place concrete by adopting shaping mold |
-
2021
- 2021-06-30 CN CN202121475060.0U patent/CN214940390U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262960A (en) * | 2022-07-04 | 2022-11-01 | 福建建工集团有限责任公司 | Vertical pipe-wrapped construction method for cast-in-place concrete by adopting shaping mold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102493647B (en) | Construction method for high-rise concrete structure | |
| CN214940390U (en) | Template for pouring full-package concrete of pipeline | |
| CN210622302U (en) | Pouring template for building construction | |
| CN217461120U (en) | Steel bar truss floor slab height difference connecting structure with detachable bottom die | |
| CN215979399U (en) | Middle hole method mid-partition wall lining construction rack | |
| CN201176709Y (en) | Calibration column stirrup mold for frame column | |
| CN205677237U (en) | Square stiffened column assembled variable area template system | |
| CN213014377U (en) | Basement roof seals post-cast strip structure in advance | |
| CN214834809U (en) | Template drilling-free clamp | |
| CN211250567U (en) | Pouring die for balcony | |
| CN211873823U (en) | Concrete pier platform steel form | |
| CN210263942U (en) | Erection structure of steel combined template | |
| CN215331430U (en) | Tool type medium-sized steel formwork for hydro-junction | |
| CN212689568U (en) | Template fixing device for rectangular column pouring forming | |
| CN216552530U (en) | Single-face laminated slab concrete shear wall structure with detachable formwork | |
| CN214574619U (en) | Beam-beam prefabricated connecting structure of concrete frame | |
| CN203393724U (en) | Filling block for support system | |
| CN203393725U (en) | Adjusting block for supporting system in foundation pit support | |
| CN216920438U (en) | Combined formwork support system for construction of special-shaped end side wall of subway station | |
| CN219118519U (en) | Superimposed sheet of belted steel connecting piece | |
| CN217891296U (en) | Adjustable prefabricated component template reinforcing apparatus | |
| CN217812533U (en) | Original factory building column reinforcing device for newly-added large-tonnage crane load | |
| CN220521973U (en) | Passive house window template reinforcing apparatus | |
| CN218466826U (en) | Prefabricated floor slab combining aluminum formwork and PC prefabricated member | |
| CN218375202U (en) | Brickwork constructional column reentrant corner reinforcing tool |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |