CN206186088U - T roof beam reinforcement bed -jig - Google Patents
T roof beam reinforcement bed -jig Download PDFInfo
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- CN206186088U CN206186088U CN201621249237.4U CN201621249237U CN206186088U CN 206186088 U CN206186088 U CN 206186088U CN 201621249237 U CN201621249237 U CN 201621249237U CN 206186088 U CN206186088 U CN 206186088U
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- metal supporting
- supporting frames
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- bar
- montant
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- 230000002787 reinforcement Effects 0.000 title abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 239000002184 metal Substances 0.000 claims abstract description 37
- 229910052751 metal Inorganic materials 0.000 claims abstract description 37
- 238000000465 moulding Methods 0.000 claims description 23
- 238000010276 construction Methods 0.000 abstract description 12
- 210000000988 bone and bone Anatomy 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000000007 visual effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a T roof beam reinforcement bed -jig includes the base and connects in two the 1st metal supporting frame at base both ends, is provided with a plurality of first draw -in groove that the equidistance set up on the base, a metal supporting frame is including montant and floorbar, montant and floorbar mutually perpendicular, be provided with horizon bar group on the montant, horizon bar group includes the many horizon bars that the equidistance set up, and every horizon bar is on a parallel with the floorbar, all is provided with the second draw -in groove on the every horizon bar. But steel bones RACK equidistance is liftoff to clamp on first draw -in groove, and on vertical a plurality of horizontal bracket of steel bar support rod went up a plurality of second draw -in grooves of the same level, steel bones RACK and longitudinal reinforcement all can be fixed a position, carried out ligature work then, and the construction degree of difficulty declines to a great extent, improves the efficiency of construction, reduces construction error and reduces the human input. A while metal supporting frame sets up triangular structure with increase strength, makes T roof beam reinforcement bed -jig have higher bearing capacity and life.
Description
Technical field
A kind of positioning moulding bed of the utility model design, is a kind of T beam steel bar colligations moulding bed specifically.
Background technology
In Precast T-Beam production, the colligation of framework of steel reinforcement is the important step that workload is maximum, the most cumbersome, used time is most long.
Existing Precast T-Beam reinforcing bar colligation carries out colligation on beam making bench, but because the factor influence such as beam making bench dispersion is present, half
It is laborious during finished product reinforcing bar portage, cover to reinforcement qualification rate is low, framework of steel reinforcement line style is poor, bar spacing is uneven, reinforcing bar
Skeleton is polluted by beam making bench steel plate releasing agent, causes construction error big, and efficiency of construction is low, and human input is larger and beam pedestal
The problems such as turn around time is long.
The content of the invention
The purpose of this utility model is to provide one to provide efficiency of construction and reduce the T beam steel bar colligation tires of construction error
Frame.
The T beam steel bar colligations moulding bed that the utility model is provided includes base and is connected to two first gold medals at base two ends
Category support frame, is provided with multiple first draw-in grooves being equidistantly positioned on base；Every 1 first metal supporting frames include montant and
Bottom girder, montant and bottom girder are mutually perpendicular to；Horizon bar group is provided with montant, horizon bar group includes many levels being equidistantly positioned
Bar, every horizon bar is provided with the second draw-in groove parallel to bottom girder on every horizon bar.
From such scheme, framework of steel reinforcement can be equidistantly installed on the first draw-in groove, the multiple water of longitudinal reinforcement support
In flatrack on multiple second draw-in grooves of identical height level, framework of steel reinforcement and longitudinal reinforcement are positioned, and are then tied up
The mutual aid system devised for poor peasants is made, and difficulty of construction declines to a great extent, and improves efficiency of construction, reduces construction error and reduces human input.Metal support simultaneously
Frame sets three-legged structure to improve intensity, T beam steel bar colligations moulding bed is had weight capacity and service life higher.
Further scheme is multiple second metal supporting frames that disposed at equal distance is connected with base, the second metal branch
The structure of strut is identical with the first metallic support rod.
Therefore, when longitudinal reinforcement has length more long, to prevent elastic deformation, multiple metal supports are set
Frame, to ensure colligation precision.
Further scheme is that the upper end of the upper end of multiple first metal supporting frames and multiple second metallic support rods is by pushing up
Beam is connected.
Further scheme is that base includes at least two bottom bars being parallel to each other, and equidistant cloth is provided with bottom bar
Multiple first draw-in grooves put.
Therefore, multiple first draw-in grooves being arranged on two bottom bars being parallel to each other improve moulding bed to framework of steel reinforcement
Positioning precision.
Further scheme is that the first metal supporting frames are made of angle steel, and base is made of angle steel or channel-section steel.
Therefore, metal supporting frames and base are respectively provided with bearing capacity higher.
Further scheme is that the first metal supporting frames also include hound, and hound is obliquely installed and hound is connected
Between montant and the bottom girder.
Therefore, the mechanical property of metal supporting frames is further improved.
Further scheme is that montant is connected to the middle part of the bottom girder.
Therefore, metal supporting frames form anti-dumping reversed structure.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model T beam steel bar colligation moulding beds.
Fig. 2 is the structure chart at another visual angle of the utility model T beam steel bar colligation moulding beds.
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Specific embodiment
Participate in Fig. 1 and Fig. 2, Fig. 1 and Fig. 2 is respectively the structure chart of T beam steel bar colligation moulding bed different visual angles.The utility model
The T beam steel bar colligation moulding beds of offer are mainly used in carrying out T beam steels positioning colligation work, the main root of T beam steel bar colligation moulding beds
Designed according to the profile of T beams.
T beam steel bar colligation moulding beds include base 3 and are arranged on two first metal supporting frames 1 at base two ends, when
So, multiple second metal supporting frames being equidistantly positioned, the support of the second metal are also associated with the length bearing of trend of base 3
The structure of frame is identical with the structure of the first metal supporting frames 1, two the first metal supporting frames 1 and multiple second metal supporting frames
Upper end is connected with the back timber 2 set parallel to base 3.For the structure for not influenceing T beam steel bar colligation moulding beds is illustrated, to connection
Display is omitted in multiple second metal supporting frames on base 3.
First metal supporting frames 1 of T beam steel bar colligation moulding beds are used to support longitudinal reinforcement, and base 3 is used to support reinforcing bar
Frame.Multiple T sections are connected into the profile of T beams equivalent to the T section in a T beam, clearance longitudinal reinforcement for framework of steel reinforcement.
Therefore need to carrying out colligation between framework of steel reinforcement and longitudinal reinforcement.
First metal supporting frames 1 include montant 11, bottom girder 12, hound 13 and the horizon bar being arranged on montant 11
Group 14, bottom girder 12 is connected to a foundation beam 12 parallel to the both sides of base 2 and base 2, and the montant 11 of setting is connected to bottom
On the medium position of beam 12 and montant 11 is perpendicular to bottom girder 12.Horizon bar group 14 includes many piece levels of the linear systematic from arrangement
Bar 141, many horizon bars 141 along montant 11 length direction arrange, multigroup level in multiple first metal supporting frames 1 on base
The multiple longitudinal reinforcement mounting tables as different height position in the first metal supporting frames 1 of bar group 14.
Base 3 includes the first bottom bar 31, the second bottom bar 32 and the 3rd bottom bar 33 being parallel to each other, and the He of the second bottom bar 32
3rd bottom bar 33 is provided with multiple first draw-in grooves 311 of disposed at equal distance, and the first draw-in groove 311 puts framework of steel reinforcement for card, and
Multiple first draw-in grooves 311 of the first bottom bar 31, the second bottom bar 32 and the 3rd bottom bar 33 form the virtual face of multiple of disposed at equal distance,
Multiple virtual faces are the placed side of framework of steel reinforcement.
Preferably, in the first metal supporting frames 1 montant 11, bottom girder 12, hound 13 and horizon bar 14 are used
Angle steel is made, and the first bottom bar 31, the second bottom bar 32 and the 3rd bottom bar 33 are selectively made of angle steel or channel-section steel.
When carrying out colligation to T beam steels, a longitudinal reinforcement only need to be placed on every horizon bar 311, thereafter by multiple
Framework of steel reinforcement is prevented onto the first draw-in groove 311 and forms equidistant framework of steel reinforcement group, and longitudinal reinforcement and framework of steel reinforcement are able to
After positioning, you can carry out the colligation between longitudinal reinforcement and framework of steel reinforcement, overall T beam steels are ultimately formed.Colligation work is applied
Work difficulty declines to a great extent, and improves efficiency of construction, reduces construction error and reduces human input, while metal supporting frames set triangle
Structure makes T beam steel bar colligations moulding bed have weight capacity and service life higher to improve intensity.
Finally it is emphasized that the foregoing is only preferred embodiment of the present utility model, this reality is not limited to
With new, for a person skilled in the art, the utility model can have various change and change, all in the utility model
Spirit and principle within, any modification, equivalent substitution and improvements done etc. should be included in protection model of the present utility model
Within enclosing.
Claims (7)
1.T beam steel bar colligation moulding beds, it is characterised in that：
The T beam steel bar colligations moulding bed includes base and is connected to two first metal supporting frames at the base two ends, institute
State multiple first draw-in grooves that disposed at equal distance is provided with base；
Each first metal supporting frames include montant and bottom girder, the montant in same first metal supporting frames
It is mutually perpendicular to the bottom girder；
Horizon bar group is provided with the montant, the horizon bar group includes many horizon bars being equidistantly positioned, every level
Bar is parallel to the bottom girder.
2. T beam steel bar colligations moulding bed according to claim 1, it is characterised in that：
Multiple second metal supporting frames of disposed at equal distance are installed on the base, the structure of second metal supporting frames with
The structure of first metal supporting frames is identical.
3. T beam steel bar colligations moulding bed according to claim 2, it is characterised in that：
The upper end of the upper end of multiple first metal supporting frames and multiple second metal supporting frames is connected by back timber.
4. T beam steel bar colligations moulding bed according to claim 1, it is characterised in that：
The base includes at least two bottom bars being parallel to each other, and the multiple that disposed at equal distance is provided with the bottom bar is described
First draw-in groove.
5. T beam steel bar colligations moulding bed according to claim 4, it is characterised in that：
First metal supporting frames are made of angle steel, and the base is made of angle steel or channel-section steel.
6. T beam steel bar colligation moulding beds according to any one of claim 1 to 5, it is characterised in that：
First metal supporting frames also include hound, and the hound is obliquely installed and the hound is connected to described erecting
Between bar and the bottom girder.
7. T beam steel bar colligations moulding bed according to claim 6, it is characterised in that：
The montant is connected to the middle part of the bottom girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249237.4U CN206186088U (en) | 2016-11-21 | 2016-11-21 | T roof beam reinforcement bed -jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249237.4U CN206186088U (en) | 2016-11-21 | 2016-11-21 | T roof beam reinforcement bed -jig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206186088U true CN206186088U (en) | 2017-05-24 |
Family
ID=58727347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621249237.4U Active CN206186088U (en) | 2016-11-21 | 2016-11-21 | T roof beam reinforcement bed -jig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206186088U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110681806A (en) * | 2019-10-09 | 2020-01-14 | 上海建工集团股份有限公司 | Device and method for manufacturing beam slab prefabricated steel bar |
| CN110681805A (en) * | 2019-09-27 | 2020-01-14 | 贵州省公路工程集团有限公司 | T-beam variable-section steel bar inner support jig frame and using method thereof |
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
-
2016
- 2016-11-21 CN CN201621249237.4U patent/CN206186088U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110681805A (en) * | 2019-09-27 | 2020-01-14 | 贵州省公路工程集团有限公司 | T-beam variable-section steel bar inner support jig frame and using method thereof |
| CN110681806A (en) * | 2019-10-09 | 2020-01-14 | 上海建工集团股份有限公司 | Device and method for manufacturing beam slab prefabricated steel bar |
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
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