CN208473297U - A kind of cast-in-place concrete square cross section column type mould sizing bracing means - Google Patents
A kind of cast-in-place concrete square cross section column type mould sizing bracing means Download PDFInfo
- Publication number
- CN208473297U CN208473297U CN201820953488.3U CN201820953488U CN208473297U CN 208473297 U CN208473297 U CN 208473297U CN 201820953488 U CN201820953488 U CN 201820953488U CN 208473297 U CN208473297 U CN 208473297U
- Authority
- CN
- China
- Prior art keywords
- connecting rods
- external connecting
- short
- cast
- long
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to formwork construction technology field in construction more particularly to a kind of cast-in-place concrete square cross section column type mould sizing bracing means.Including multiple groups reinforcement assembly, reinforcement assembly covers outside concrete rectangular column template and flitch, and multiple groups reinforcement assembly is horizontal positioned and is parallel to each other；Every group of reinforcement assembly includes 2 long external connecting rods, 2 short external connecting rods, 4 interior extension bars, multiple positioning bolts；Long external connecting rods and short external connecting rods are straight round tube, and interior extension bar is L-type round tube, and interior extension bar outer diameter is less than or equal to external connecting rods internal diameter, and external connecting rods are equipped with the bolt hole being adapted to interior extension bar；2 long external connecting rods are placed in parallel in outside concrete rectangular column long side, 2 short external connecting rods are placed in parallel in outside concrete rectangular column short side, and interior extension bar one end is inserted into long external connecting rods, and the other end is inserted into short external connecting rods, and it is fastened by positioning bolt, and then external connecting rods are sequentially connected integrally.Easy to operate, construction efficiency is high；The mould that rises is avoided, formwork quality is improved.
Description
Technical field
The utility model relates to formwork construction technology field in construction more particularly to a kind of cast-in-place concrete rectangular columns
Template sizing bracing means.
Background technique
Armored concrete is the most important tectonic position in house, and the length that building safety uses is depended in armored concrete
Characteristic；Usually need cast-in-place concrete in construction, the support device of template and template is to influence concrete formation
Crucial place.
Currently, cast-in-place concrete square cross section column type mould construct when, template construction be by lumps of wood Template nail together, column is pulled in outside
Hoop, tie are to pull on split bolt with double steel pipe, four, every both sides, two split bolts of steel pipe, pillar four edges, every group eight
Four split bolts of steel pipe.Working procedure is complicated, and material utilization amount is more, and operation labor intensity is big, and time-consuming for operation, operating efficiency
High carpenter is only capable of 2~3 pillars of branch, serious influence duration daily；And rise that mould probability is larger, and molding effect is poor.
Summary of the invention
For overcome the deficiencies in the prior art, the utility model provides a kind of cast-in-place concrete square cross section column type mould sizing reinforcing
Device.Easy to operate, construction efficiency is high；It can effectively avoid the mould that rises, improve formwork quality.
In order to achieve the above object, the utility model is implemented with the following technical solutions:
A kind of cast-in-place concrete square cross section column type mould sizing bracing means, including multiple groups reinforcement assembly, reinforcement assembly are covered mixed
Outside solidifying soil square cross section column type mould and flitch, multiple groups reinforcement assembly is horizontal positioned and is parallel to each other；Every group of reinforcement assembly includes 2 long
External connecting rods, 2 short external connecting rods, 4 interior extension bars, multiple positioning bolts；Long external connecting rods and short external connecting rods are straight round tube, and interior extension bar is
L-type round tube, interior extension bar outer diameter are less than or equal to external connecting rods internal diameter, and external connecting rods are equipped with the bolt hole being adapted to interior extension bar；2 long external
Bar is placed in parallel in outside concrete rectangular column long side, and 2 short external connecting rods are placed in parallel in outside concrete rectangular column short side, interior
Extension bar one end is inserted into long external connecting rods, and the other end is inserted into short external connecting rods, and by positioning bolt fastening, so by external connecting rods according to
It is secondary to link into an integrated entity.
The external pole length of length is equal to the length of installation template and the long side after flitch outside cast-in-place concrete rectangular column,
The short external pole length is equal to the length of installation template and the short side after flitch outside cast-in-place concrete rectangular column, cast-in-place coagulation
It is identical as short external pole length that native rectangular column is square duration external connecting rods.
The long external connecting rods and short external connecting rods both ends are equipped with bolt hole, and spiro keyhole position is on the axis of the body of rod；Interior extension bar
Both ends be equipped with the bolt hole being adapted to external connecting rods.
Compared with the conventional method, the beneficial effects of the utility model are:
(1) the utility model is by bolt installation and removal, and working procedure is simple, and easy to operate, operation labor intensity is low,
Operation time-consuming is short, and construction efficiency is high, can effectively shorten the duration.
(2) structure is simple, and material utilization amount is less, reduces construction cost.
(3) there are extendable rooms at external connecting rods both ends, can effectively avoid the mould that rises, improve formwork quality.
Detailed description of the invention
Fig. 1 is the utility model structural representation overhead sectional view；
Fig. 2 is the utility model structural representation front sectional view.
In figure: extension bar 4- positioning bolt 5- template 6- flitch 7- bolt hole in the short external connecting rods 3- of 1- long external connecting rods 2-
8- concrete rectangular column
Specific embodiment
Specific embodiment of the present utility model is described further below, but is not limited to the model of the utility model
It encloses:
As shown in Figure 1 and Figure 2, cast-in-place concrete rectangular column 8 is surrounded by template 5,5 surrounding of template, uniformly distributed multiple parallel
Flitch 6.A kind of cast-in-place concrete square cross section column type mould sizing bracing means, including multiple groups reinforcement assembly, reinforcement assembly are covered in coagulation
Outside native square cross section column type mould 5 and flitch 6, it is formed and reinforces to concrete rectangular column template 5.
Every group of reinforcement assembly includes the positioning bolt of 2 long external connecting rods, 1,2 short external connecting rods 2,4 interior 3,8 M16 of extension bar
4.Long external connecting rods 2 are with short external connecting rods 3The straight round tube of thickness 3mm, long 1 length of external connecting rods are equal to cast-in-place concrete rectangular column
The length of long side after external installation template and flitch, short 2 length of external connecting rods, which is equal to outside cast-in-place concrete rectangular column, installs mould
The length of short side after plate and flitch.
It is identical as short 2 length of external connecting rods that cast-in-place concrete rectangular column 8 is square duration external connecting rods 1.Long external connecting rods 1 with it is short
2 size of external connecting rods is identical with structure.
Long external connecting rods 1 are equipped with 3 with short 2 both ends of external connecting rodsPositioning bolt hole 7, spiro keyhole position is in the axis of the body of rod
On line, spacing is identical.
Interior extension bar isThe L-type round tube of thickness 3mm, the end of two right-angle sides are equipped with 3Positioning bolt hole
7, its spacing is identical as the spacing of external connecting rods bolt hole.
2 long external connecting rods 1 are placed in parallel in outside 8 long side of concrete rectangular column, and are close to long side.2 short external connecting rods 2 are flat
Row is placed in outside 8 short side of concrete rectangular column, and is close to short side.Interior 3 one end of extension bar is inserted into long external connecting rods 1, one end insertion
In short external connecting rods 2, external connecting rods are aligned with the bolt hole of interior extension bar 3, it is simultaneously tight that 1 positioning bolt 5 is respectively installed at interior 3 both ends of extension bar
Gu reinforcement assembly is connected, and then it is formed and reinforces to concrete rectangular column template 5.
The utility model is by bolt installation and removal, and working procedure is simple, and easy to operate, operation labor intensity is low, makees
Industry time-consuming is short, and construction efficiency is high, can effectively shorten the duration.Structure is simple, and material utilization amount is less, reduces construction cost.It is external
There are extendable rooms at bar both ends, can effectively avoid the mould that rises, improve formwork quality.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (3)
- The bracing means 1. a kind of cast-in-place concrete square cross section column type mould is formed, it is characterised in that: including multiple groups reinforcement assembly, reinforcing group Part covers outside concrete rectangular column template and flitch, and multiple groups reinforcement assembly is horizontal positioned and is parallel to each other；Every group of reinforcement assembly Including 2 long external connecting rods, 2 short external connecting rods, 4 interior extension bars, multiple positioning bolts；Long external connecting rods and short external connecting rods are straight circle Pipe, interior extension bar are L-type round tube, and interior extension bar outer diameter is less than or equal to external connecting rods internal diameter, and external connecting rods are equipped with the bolt being adapted to interior extension bar Hole；2 long external connecting rods are placed in parallel in outside concrete rectangular column long side, and 2 short external connecting rods are placed in parallel in concrete rectangular Outside column short side, interior extension bar one end is inserted into long external connecting rods, and the other end is inserted into short external connecting rods, and is fastened by positioning bolt, And then external connecting rods are sequentially connected integrally.
- The bracing means 2. a kind of cast-in-place concrete square cross section column type mould according to claim 1 is formed, it is characterised in that: described Long external pole length is equal to the length of installation template and the long side after flitch outside cast-in-place concrete rectangular column, the short external connecting rods Length is equal to the length of installation template and the short side after flitch outside cast-in-place concrete rectangular column, and cast-in-place concrete rectangular column is positive Rectangular duration external connecting rods are identical as short external pole length.
- The bracing means 3. a kind of cast-in-place concrete square cross section column type mould according to claim 1 is formed, it is characterised in that: described Long external connecting rods and short external connecting rods both ends are equipped with bolt hole, and spiro keyhole position is on the axis of the body of rod；The both ends of interior extension bar are equipped with The bolt hole being adapted to external connecting rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820953488.3U CN208473297U (en) | 2018-06-20 | 2018-06-20 | A kind of cast-in-place concrete square cross section column type mould sizing bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820953488.3U CN208473297U (en) | 2018-06-20 | 2018-06-20 | A kind of cast-in-place concrete square cross section column type mould sizing bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208473297U true CN208473297U (en) | 2019-02-05 |
Family
ID=65214454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820953488.3U Active CN208473297U (en) | 2018-06-20 | 2018-06-20 | A kind of cast-in-place concrete square cross section column type mould sizing bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208473297U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047610A (en) * | 2021-03-22 | 2021-06-29 | 浙江海洋大学 | Square column formwork reinforcing device |
-
2018
- 2018-06-20 CN CN201820953488.3U patent/CN208473297U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047610A (en) * | 2021-03-22 | 2021-06-29 | 浙江海洋大学 | Square column formwork reinforcing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208473297U (en) | A kind of cast-in-place concrete square cross section column type mould sizing bracing means | |
| CN204152202U (en) | Column template clamp frame | |
| CN204456428U (en) | A kind of entirety being installed on composite wallboard is waftd window | |
| CN209508981U (en) | A kind of sliceable bracing members connector for foundation pit enclosure structure | |
| CN215948902U (en) | Cast in situ concrete post template fixing clamp | |
| CN205134547U (en) | Assembled roof beam shear connector | |
| CN204311746U (en) | A kind of concrete frame column template fastener | |
| CN203795840U (en) | Combined die for reinforced concrete engineering floor lowered area and hole | |
| CN204782001U (en) | Regulation formula post rebar positioning appearance | |
| CN204475822U (en) | A kind of portable wall-connecting piece of scaffold | |
| CN204850520U (en) | Loam wall body reinforced structure | |
| CN204552086U (en) | A kind of heavy in section framed column template ruggedized construction | |
| CN211172712U (en) | Steel pipe-spliced wood-recycled concrete composite column | |
| CN210947685U (en) | Fixing device of metal protection net on external scaffolding | |
| CN208702143U (en) | A kind of dual-purpose tool typified form of a mould for industrializing Shear Wall Residential | |
| CN212802196U (en) | Roof structure of modularization log cabin | |
| CN204626716U (en) | One is spacing sockets component and EPS construction wall cavity module | |
| CN203603363U (en) | Anti-seismic composite beam of house | |
| CN205591551U (en) | Novel concrete member template clip | |
| CN217557202U (en) | Detachable inner arch connecting piece | |
| CN220953998U (en) | Novel super high performance wall body of green building | |
| CN209163462U (en) | A kind of building structure reinforcement component | |
| CN204645346U (en) | Bar frame structure | |
| CN217461974U (en) | Novel wooden door with expansion-proof structure | |
| CN220747408U (en) | Built-in connector of composite heat-insulating building block |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |