CN206928645U - One kind filling wall construction post formwork erecting structure - Google Patents
One kind filling wall construction post formwork erecting structure Download PDFInfo
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- CN206928645U CN206928645U CN201720786949.8U CN201720786949U CN206928645U CN 206928645 U CN206928645 U CN 206928645U CN 201720786949 U CN201720786949 U CN 201720786949U CN 206928645 U CN206928645 U CN 206928645U
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- wall
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- lateral support
- flitch
- template
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Abstract
The utility model discloses one kind to fill wall construction post formwork erecting structure, two templates including being clamped in wall both sides, vertical support flitch is provided with the outside of the template, lateral support flitch is provided with the outside of the vertical support flitch, the both sides of the lateral support flitch are all extended at the wall vertical mortar joint remote from the full sized brick of constructional column one, in the vertical mortar joint bottom remote from the full sized brick of constructional column one relative with the lateral support flitch, the benzene plate bar wide with it is set, lateral support flitch positioned at wall both sides is oppositely arranged correspondingly, respectively connected positioned at the both sides of be oppositely arranged two lateral support flitches of wall both sides using one group of step fastener, each step fastener passes through a benzene plate bar, the thickness of the step fastener is less than the width of vertical mortar joint.The utility model can ensure the globality of template, ensure to pour the quality and outward appearance of concrete, wall will not be adversely affected, ensure wall quality and outward appearance.
Description
Technical field
A kind of constructional column formwork erecting structure is the utility model is related to, particularly a kind of filling wall construction post formwork erecting structure.
Background technology
At present, industry with civil buildings frame structure, mostly using filling wall progress interior space separation, is filled out at home
Wall is filled to ensure antidetonation globality, and Cast-in-place concrete constructional column is set in wall.Constructional column formwork typically using within the walls or
The method that shuttering fastening member is set in constructional column is reinforced, and shuttering fastening member uses split bolt.Because masonry and constructional column by
Liang Ge construction teams are constructed, and split bolt is placed again after needing building wall and the diameter to drawing spiral shell is more than masonry construction mortar joint
Thickness, the split bolt placed afterwards can damage to wall, wall adversely affected.Be placed in constructional column to draw
Bolt is because it will be punched through template in template, and the position of the split bolt of each constructional column will not ensure identical, meeting
Cause template perforate excessive, concrete spillage can be caused during concrete placings, influence the quality and outward appearance of concrete.
The content of the invention
The utility model provides a kind of filling wall construction post formwork knot to solve technical problem present in known technology
Structure, the structure can ensure the globality of template, ensure to pour the quality and outward appearance of concrete, wall will not be adversely affected,
Ensure wall quality and outward appearance.
The utility model is adopted the technical scheme that to solve technical problem present in known technology：One kind filling wall
Constructional column formwork erecting structure, including it is clamped in two templates of wall both sides, vertical support flitch is provided with the outside of the template,
Be provided with lateral support flitch in the outside of the vertical support flitch, the both sides of the lateral support flitch all extend to wall from
At the remote vertical mortar joint of the full sized brick of constructional column one, in the vertical ash remote from the full sized brick of constructional column one relative with the lateral support flitch
Stitch bottom and the benzene plate bar wide with it is set, the lateral support flitch positioned at wall both sides is oppositely arranged, is located at correspondingly
The both sides of be oppositely arranged two lateral support flitches of wall both sides are respectively connected using one group of step fastener, each step
Step is tight to pass through a benzene plate bar, and the thickness of the step fastener is less than the width of vertical mortar joint.
Sponge strip is provided between the template and wall.
The width of the template is wider 80-150mm than the Breadth Maximum of constructional column.
The height of the benzene plate bar is bigger 10-20mm than the height of the step fastener.
The utility model has the advantages and positive effects of：In wall construction, building construction team is vertically grey in wall
Stitch bottom to place with mortar joint with loose benzene plate bar, in Constructional Col-umn Construction, worn step by step in benzene plate bar position by Constructional Col-umn Construction team
Tightly, adjacent process is mutually effectively coordinated, reduce influencing each other for adjacent process, it is workable.The thickness of step fastener is less than
The width of mortar joint, the quality of benzene plate is soft, and step fastener is easily through construction is simple, operation is easily.Step fastener is worn in benzene plate
Will not have a negative impact to wall, ensure that the quality and outward appearance of wall, there is very strong practicality.In summary, this reality
Template is reinforced by rapping step fastener tension lateral support side with new, construction is simple is workable, using template
Reinforcing member is not passed through the structure of template, the not perforate in template, ensure that the globality of template, adds the turnover time of template
Number, reduces the influence of the quality and outward appearance to pouring concrete, practical.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure：1st, step fastener；2nd, sponge strip；3rd, constructional column；4th, lateral support flitch；5th, template；6th, vertical support flitch；
7th, vertical mortar joint；8th, benzene plate bar；9th, wall.
Embodiment
For invention, features and effects of the present utility model can be further appreciated that, following examples are hereby enumerated, and coordinate
Accompanying drawing describes in detail as follows：
Referring to Fig. 1, a kind of filling wall construction post formwork erecting structure, including it is clamped in two templates 5 of wall both sides, in institute
The outside for stating template 5 is provided with vertical support flitch 6, and lateral support flitch 4, institute are provided with the outside of the vertical support flitch 6
The both sides for stating lateral support flitch 4 are all extended at the vertical mortar joint 7 remote from the full sized brick of constructional column 3 one of wall 9, with the transverse direction
Support relative vertical mortar joint 7 bottom remote from the full sized brick of constructional column one of flitch 4 and the benzene plate bar 8 wide with it is set, positioned at wall
The lateral support flitch 4 of 9 both sides is oppositely arranged correspondingly, be oppositely arranged two transverse directions positioned at the both sides of wall 9
The both sides of supporting flitch 4 are respectively connected using one group of step fastener 1, and each step fastener 1 passes through a benzene plate bar 8, described
The thickness of step fastener 1 is less than the width of vertical mortar joint 7.
In the present embodiment, sponge strip 2 is provided between the template 5 and wall 9, the seepage of concrete can be reduced.Institute
The width for stating template 5 is wider 80-150mm than the Breadth Maximum of constructional column 3.The height of the benzene plate bar 8 is higher than the step fastener
Spend big 10-20mm.
In supporting module 5, sponge strip 2 first is pasted along the horse tooth trough edge of constructional column 3, then wears step fastener 1, the end of step fastener 1
Hook is upwards and positioned at the homonymy of wall 9.The template 5 of the hook side of step fastener 1 is first found, lateral support side is placed between two hooks
Wood 4, then the template 5 of vertical opposite side, place the lateral support lumps of wood 4, rap the fastener reinforcing template 5 of step fastener 1.Tearing open
During removing template 5, rap the fastener of step fastener 1, loosen it is step by step next can form removal 5.After form removable, cement mortar is used
Cram the wall for wearing step fastener 1 and jointing.
Although preferred embodiment of the present utility model is described above in conjunction with accompanying drawing, the utility model is not
Above-mentioned embodiment is confined to, above-mentioned embodiment is only schematical, is not restricted, ability
The those of ordinary skill in domain is not departing from the utility model aims and claimed under enlightenment of the present utility model
In the case of scope, many forms can also be made, these are belonged within the scope of protection of the utility model.
Claims (4)
1. one kind filling wall construction post formwork erecting structure, including it is clamped in two templates of wall both sides, in the outside of the template
Provided with vertical support flitch, lateral support flitch is provided with the outside of the vertical support flitch, it is characterised in that the transverse direction
The both sides of supporting flitch are all extended at the wall vertical mortar joint remote from the full sized brick of constructional column one, with the lateral support flitch phase
To the vertical mortar joint bottom remote from the full sized brick of constructional column one the benzene plate bar wide with it, the lateral support positioned at wall both sides are set
Flitch is oppositely arranged correspondingly, is respectively adopted positioned at the both sides of be oppositely arranged two lateral support flitches of wall both sides
Connected with one group of step fastener, each step fastener passes through a benzene plate bar, and the thickness of the step fastener is less than vertical ash
The width of seam.
2. filling wall construction post formwork erecting structure according to claim 1, it is characterised in that between the template and wall
It is provided with sponge strip.
3. filling wall construction post formwork erecting structure according to claim 1, it is characterised in that the width of the template is than construction
The wide 80-150mm of Breadth Maximum of post.
4. filling wall construction post formwork erecting structure according to claim 1, it is characterised in that the height of the benzene plate bar compares institute
State the big 10-20mm of height of step fastener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720786949.8U CN206928645U (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post formwork erecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720786949.8U CN206928645U (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post formwork erecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206928645U true CN206928645U (en) | 2018-01-26 |
Family
ID=61353541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720786949.8U Expired - Fee Related CN206928645U (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post formwork erecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206928645U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109616970A (en) * | 2018-11-19 | 2019-04-12 | 中国二冶集团有限公司 | A kind of PVC lintel spool construction method |
-
2017
- 2017-06-30 CN CN201720786949.8U patent/CN206928645U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109616970A (en) * | 2018-11-19 | 2019-04-12 | 中国二冶集团有限公司 | A kind of PVC lintel spool construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |