CN208380091U - A kind of simple form tie - Google Patents
A kind of simple form tie Download PDFInfo
- Publication number
- CN208380091U CN208380091U CN201820847072.3U CN201820847072U CN208380091U CN 208380091 U CN208380091 U CN 208380091U CN 201820847072 U CN201820847072 U CN 201820847072U CN 208380091 U CN208380091 U CN 208380091U
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- steel pipe
- template
- steel
- band iron
- simple form
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Abstract
A kind of simple form tie characterized by comprising be set to the band iron being spaced between opposite template, the splicing seams that the band iron passes through template stretch out；The first steel pipe being set on the outside of template, the first steel pipe is perpendicular to splicing seams and is located in band iron two sides；The second steel pipe being set on the outside of the first steel pipe, the second steel pipe is perpendicular to the first steel pipe；The steel pipe fixture being set on the outside of the second steel pipe；Across steel pipe fixture and the screw-thread steel that is connect with band iron；The nut being set on screw-thread steel.A pair of of card slot is equipped at intervals on the steel pipe fixture, the card slot is matched with the second steel pipe.To drawing position to be located at template and template splicing seam crossing, reinforcing position is easy to adjust, harmless to template, and complicated formwork reinforcement process is simplified.
Description
Technical field
The utility model relates to form ties, are especially applied to the fields such as municipal works, railway engineering, work China Democratic National Construction Association with one kind
Concrete wall form tie it is related.
Background technique
In the fields concrete constructions such as municipal works, railway engineering, work China Democratic National Construction Association, template generallys use aperture in template
It is arranged and the mode of pull rod is reinforced.During formwork reinforcement, tie rod hole need to be arranged symmetrically, and the diameter of pull rod need to be with pull rod bore dia
Unanimously.This reinforcing mode has the drawback that: it is higher to pull rod pore size, position accuracy demand in reinforcing process, to template
Damage larger, presentation quality is poor after the completion of construction.
Utility model content
The utility model provides a kind of simple form tie, insufficient to solve the above-mentioned prior art, is located at mould to drawing position
Plate and template splicing seam crossing, reinforcing position is easy to adjust, harmless to template, and complicated formwork reinforcement process is simplified.
In order to realize the purpose of this utility model, the following technology of proposed adoption:
A kind of simple form tie characterized by comprising it is set to the band iron being spaced between opposite template, it is described
The splicing seams that band iron passes through template stretch out；The first steel pipe being set on the outside of template, the first steel pipe perpendicular to splicing seams simultaneously
It is located in band iron two sides；The second steel pipe being set on the outside of the first steel pipe, the second steel pipe is perpendicular to the first steel pipe；If
The steel pipe fixture being placed on the outside of the second steel pipe；Across steel pipe fixture and the screw-thread steel that is connect with band iron；It is set on screw-thread steel
Nut.
Further, it is equipped at intervals with a pair of of card slot on the steel pipe fixture, the card slot is matched with the second steel pipe.
Further, round steel is welded on the band iron, the round steel is located on the inside of template, at band iron and template interface.
Further, the screw-thread steel sequentially pass through steel pipe fixture, the second steel pipe steel pipe gap after, with band iron weld connect
It connects.
Further, the steel pipe fixture is positioned by screw-thread steel and nut.
Further, the band iron width 3cm~4cm, thickness 2mm~3mm.
Further, the round steel diameter 4mm~6mm.
Further, the screw-thread steel diameter 10mm.
Further, the pull rod is suitable for the concrete wall that template assembly in bulk pours.
Further, the arrangement spacing of the pull rod can reasonably adjust position according to different stress conditions.
Compared with prior art, the utility model has the beneficial effect that
1, the utility model is to drawing position to be located at template and template splicing seam crossing, and reinforcing position is easy to adjust, to template
It is harmless.
2, the round steel being arranged on band iron can play the purpose of locating template, not only ensure that the thickness of concrete wall, but also save
The process for having gone setting template inner support.
3, the template in bulk of force dispersion is assembled into the sizing of a whole stress by auxiliary facilities such as band iron, steel pipes
Mold simplifies complicated formwork reinforcement process.
4, it is mainly undertaken by band iron in concreting process perpendicular to the load of template, it is not necessary that complexity is arranged outside template
Falsework, greatly reduce the usage quantity of falsework material.
5, back stay is completed in concreting only need to slightly handle the purpose that can reach presentation quality beauty.
Detailed description of the invention
Fig. 1 is the utility model front view.
Fig. 2 is the utility model top view.
Fig. 3 is the utility model side view.
Wherein, 1- template；The first steel pipe of 2-；The second steel pipe of 3-；4- steel pipe fixture；5- nut；6- band iron；7- circle
Steel；8- screw-thread steel.
Specific embodiment
As shown in Figures 1 to 3, a kind of simple form tie, comprising: it is set to the band iron 6 being spaced between opposite template 1,
The splicing seams that the band iron 6 passes through template 1 stretch out；Be set to first steel pipe 2 in the outside of template 1, the first steel pipe 2 perpendicular to
Splicing seams are simultaneously located in 6 two sides of band iron；Be set to second steel pipe 3 in the outside of the first steel pipe 2, the second steel pipe 3 perpendicular to
First steel pipe 2；It is set to the steel pipe fixture 4 in 3 outside of the second steel pipe；Across steel pipe fixture 4 and the screw thread that is connect with band iron 6
Steel 8；The nut 5 being set on screw-thread steel 8.
Specifically, being equipped at intervals with a pair of of card slot on the steel pipe fixture 4, the card slot is matched with the second steel pipe 3.It is described
Round steel 7 is welded on band iron 6, the round steel 7 is located at 1 inside of template, in band iron 6 and 1 intersection of template, specifically, it is welded
Position is adjusted also according to concrete walls body thickness.The screw-thread steel 8 sequentially pass through steel pipe fixture 4, the second steel pipe 3 steel pipe between
After gap, it is welded to connect with band iron 6.The steel pipe fixture 4 is positioned by screw-thread steel 8 and nut 5.The 6 width 3cm of band iron~
4cm, thickness 2mm~3mm.The 7 diameter 4mm~6mm of round steel.The 8 diameter 10mm of screw-thread steel.
The pull rod is suitable for the concrete wall that template assembly in bulk pours.
The arrangement spacing of the pull rod can reasonably adjust position according to different stress conditions.
When work, first round steel 7 and band iron 6 are welded according to concrete walls body thickness, according to Force Calculation when assembled formwork
The pull rod being welded rationally is set, then cooperates the first steel pipe 2, the second steel pipe 3 to reinforce mould by steel pipe fixture 4 and nut 5
Plate 1.Two side template 1 of wall forms the shaper of whole stress by way of to drawing, in 1 outside local setting branch of template
Support, guarantees its overall stability.
Claims (10)
1. a kind of simple form tie characterized by comprising
It is set to the band iron (6) being spaced between opposite template (1), the splicing seams that the band iron (6) passes through template (1) stretch out；
The first steel pipe (2) being set on the outside of template (1), the first steel pipe (2) is perpendicular to splicing seams and is located in band iron (6)
Two sides；
The second steel pipe (3) being set on the outside of the first steel pipe (2), the second steel pipe (3) is perpendicular to the first steel pipe (2)；
The steel pipe fixture (4) being set on the outside of the second steel pipe (3)；
Across steel pipe fixture (4) and the screw-thread steel (8) that is connect with band iron (6)；
The nut (5) being set on screw-thread steel (8).
2. simple form tie according to claim 1, which is characterized in that be equipped at intervals with one on the steel pipe fixture (4)
To card slot, the card slot is matched with the second steel pipe (3).
3. simple form tie according to claim 1, which is characterized in that round steel (7) are welded on the band iron (6),
The round steel (7) is located on the inside of template (1), in band iron (6) and template (1) intersection.
4. simple form tie according to claim 1, which is characterized in that the screw-thread steel (8) sequentially passes through steel pipe strap
Have (4), the second steel pipe (3) steel pipe gap after, with band iron (6) be welded to connect.
5. simple form tie according to claim 1, which is characterized in that the steel pipe fixture (4) passes through screw-thread steel (8)
It is positioned with nut (5).
6. simple form tie according to claim 1, which is characterized in that band iron (6) width 3cm~4cm, thickness
2mm~3mm.
7. simple form tie according to claim 3, which is characterized in that round steel (7) diameter 4mm~6mm.
8. simple form tie according to claim 1, which is characterized in that screw-thread steel (8) the diameter 10mm.
9. simple form tie according to claim 1, which is characterized in that the pull rod is suitable for template assembly in bulk and pours
The concrete wall built.
10. simple form tie according to claim 1, which is characterized in that the arrangement spacing of the pull rod can be according to not
Same stress condition reasonably adjusts position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820847072.3U CN208380091U (en) | 2018-06-02 | 2018-06-02 | A kind of simple form tie |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820847072.3U CN208380091U (en) | 2018-06-02 | 2018-06-02 | A kind of simple form tie |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208380091U true CN208380091U (en) | 2019-01-15 |
Family
ID=64968700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820847072.3U Active CN208380091U (en) | 2018-06-02 | 2018-06-02 | A kind of simple form tie |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208380091U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158944A (en) * | 2019-06-05 | 2019-08-23 | 桂林理工大学 | Clear-water concrete shear wall formwork and to draw component production method |
-
2018
- 2018-06-02 CN CN201820847072.3U patent/CN208380091U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158944A (en) * | 2019-06-05 | 2019-08-23 | 桂林理工大学 | Clear-water concrete shear wall formwork and to draw component production method |
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