CN207526162U - A kind of novel pre-buried tie bar side wall standard element - Google Patents
A kind of novel pre-buried tie bar side wall standard element Download PDFInfo
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- CN207526162U CN207526162U CN201721521553.7U CN201721521553U CN207526162U CN 207526162 U CN207526162 U CN 207526162U CN 201721521553 U CN201721521553 U CN 201721521553U CN 207526162 U CN207526162 U CN 207526162U
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- side wall
- tie bar
- bar side
- buried
- buried tie
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Abstract
A kind of novel pre-buried tie bar side wall standard element, it is made of pre-buried tie bar side wall sizing block piece and two pieces of pre-buried tie bar side walls sizing corner fittings, it is connected, and reinforced hole is formed in their junction by pre-buried tie bar side wall sizing block piece between two pieces of pre-buried tie bar side wall sizing corner fittings.The problems such as planting reinforcement location inaccuracy during traditional bar planting, being implanted into loosely can be efficiently solved using the component, ensures the security reliability of the drawknot quality of reinforcing bar, the accuracy of position and enhancement engineering.
Description
Technical field
The utility model belongs to a kind of construction component, more particularly to a kind of novel pre-buried tie bar side wall sizing structure
Part.
Background technology
It is at most steel tie bar planting that the construction method of present wall tie bar, which uses, i.e., after shear wall construction
It is carried out in the place for needing bar planting.Conventional tendon-planted craft process is：Unwrapping wire positioning → pore-forming → borehole cleaning → reinforcing bar processing → perfusion
Bar planting agent → insertion reinforcing bar → adjustment → maintenance → detection.There are following defects for the construction method of traditional bar planting：1st, it is carrying out
During the perforating of bar planting position, the reinforcing bar form inside shear wall can not be seen, be easy to cause the abrasion of internal structure reinforcing bar, reduce knot
The durability of structure, causes security risk；2nd, drawknot is off quality after bar planting position inaccurate, bar planting, and serious affect is built
The overall stability of building structure；3rd, traditional construction technology of planting reinforcement bar is to carry out constructing again after main structure construction, is carrying out bar planting
Process can not ensure to have planted the quality standardization of reinforcing bar symbol.
Invention content
The purpose of this utility model is to provide a kind of novel pre-buried tie bar side wall standard element, can be effective using the component
Ground solves the problems such as traditional bar planting plants reinforcement location inaccuracy, implantation loosely in the process, ensures drawknot quality, the position of reinforcing bar
Accuracy and enhancement engineering security reliability.
As above conceive, the technical solution of the utility model is：A kind of novel pre-buried tie bar side wall standard element, feature
It is：It is made of pre-buried tie bar side wall sizing block piece and two pieces of pre-buried tie bar side walls sizing corner fittings, two pieces of pre-buried tie bars
It is connected, and reinforced hole is formed in their junction by pre-buried tie bar side wall sizing block piece between side wall sizing corner fittings.
Above-mentioned pre-buried tie bar side wall sizing corner fittings is " L " shape, and " Г " shape slot is formed at the endpoint of short side.
The concave station to match with " Г " shape slot is formed at each endpoint of above-mentioned pre-buried tie bar side wall sizing block piece.
The utility model has the following advantages and good effect：
1st, the utility model can realize the construction that embedded bar is completed before main body construction, by concrete wall
Row's plate that tension rib position is set to carry out in advance is needed, typified form is installed, reserves reinforcement location, finally carry out concrete
It pours, not only realizes the accurate positionin of steel tie in this way, but also be effectively guaranteed every steel tie and all meet quality
It is required that.
2nd, the utility model with agent structure integrated construction, can reduce the secondary construction of steel tie, shorten technique
Flow has saved the duration.
3rd, the utility model is directly removed in form removal, does not destroy reinforcing bar.
Description of the drawings
Fig. 1 is the whole 3 d effect graph of the utility model；
Fig. 2 is pre-buried tie bar side wall sizing corner fittings plan view；
Fig. 3 is pre-buried tie bar side wall sizing corner fittings elevation 1；
Fig. 4 is pre-buried tie bar side wall sizing corner fittings elevation 2；
Fig. 5 is pre-buried tie bar side wall sizing block piece plan view；
Fig. 6 is pre-buried tie bar side wall sizing block piece elevation 1；
Fig. 7 is pre-buried tie bar side wall sizing block piece elevation 2；
Fig. 8 is the wall column system using the utility model.
Specific embodiment
The technical program is described in detail with reference to the drawings and specific embodiments.
As shown in figs. 1-7：A kind of novel pre-buried tie bar side wall standard element, by two pieces of pre-buried tie bar side walls sizing angles
Part 1 and one piece of pre-buried tie bar side wall sizing block piece 2 form, and pass through pre-buried drawing between two pieces of pre-buried tie bar side wall sizing corner fittings
The sizing block piece connection of muscle side wall is tied, and reinforced hole 3 is formed in their junction.
Above-mentioned pre-buried tie bar side wall sizing corner fittings is " L " shape, and " Г " shape slot 4 is formed at the endpoint of short side.
The concave station 5 to match with " Г " shape slot is formed at each endpoint of above-mentioned pre-buried tie bar side wall sizing block piece.
As shown in Figure 8：Construction procedure using the wall column system of the utility model is：
1st, two side templates are first completed to be installed；
The 2nd, two pieces of pre-buried tie bar side wall sizing corner fittings are installed, then will be at pre-buried tie bar side wall sizing each endpoint of block piece
Concave station carries out grafting respectively and in " Г " the shape slot of two pieces of pre-buried tie bar side wall sizing corner fittings；
3rd, the installation of template rough ground is completed；
4th, the installation of split bolt and reinforcing bar 6 is completed；
5th, after completing concreting, dismounting turnover finally is carried out to component.
Claims (3)
1. a kind of novel pre-buried tie bar side wall standard element, it is characterised in that：By pre-buried tie bar side wall sizing block piece and two
Block pre-buried tie bar side wall sizing corner fittings forms, and passes through pre-buried tie bar side wall between two pieces of pre-buried tie bar side walls sizing corner fittings
Block piece of shaping connects, and be formed with reinforced hole in their junction.
2. a kind of novel pre-buried tie bar side wall standard element according to claim 1, it is characterised in that：Above-mentioned pre-buried drawing
It is " L " shape, and " Г " shape slot is formed at the endpoint of short side to tie muscle side wall sizing corner fittings.
3. a kind of novel pre-buried tie bar side wall standard element according to claim 1, it is characterised in that：Above-mentioned pre-buried drawing
The concave station to match with " Г " shape slot is formed at each endpoint of knot muscle side wall sizing block piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721521553.7U CN207526162U (en) | 2017-11-15 | 2017-11-15 | A kind of novel pre-buried tie bar side wall standard element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721521553.7U CN207526162U (en) | 2017-11-15 | 2017-11-15 | A kind of novel pre-buried tie bar side wall standard element |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207526162U true CN207526162U (en) | 2018-06-22 |
Family
ID=62582968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721521553.7U Active CN207526162U (en) | 2017-11-15 | 2017-11-15 | A kind of novel pre-buried tie bar side wall standard element |
Country Status (1)
| Country | Link |
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| CN (1) | CN207526162U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262776A (en) * | 2022-08-29 | 2022-11-01 | 陕西建工第十一建设集团有限公司 | Pre-buried construction method of tie bar based on wire grooves |
-
2017
- 2017-11-15 CN CN201721521553.7U patent/CN207526162U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262776A (en) * | 2022-08-29 | 2022-11-01 | 陕西建工第十一建设集团有限公司 | Pre-buried construction method of tie bar based on wire grooves |
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