CN205614824U - Prefabricated web reinforcement mould of T roof beam - Google Patents
Prefabricated web reinforcement mould of T roof beam Download PDFInfo
- Publication number
- CN205614824U CN205614824U CN201620268992.0U CN201620268992U CN205614824U CN 205614824 U CN205614824 U CN 205614824U CN 201620268992 U CN201620268992 U CN 201620268992U CN 205614824 U CN205614824 U CN 205614824U
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- vertical reinforcement
- reinforcement
- steel
- clamping fixture
- bar
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Abstract
The utility model discloses a prefabricated web reinforcement mould of T roof beam, the key lies in: including two parallel arrangement's transverse reinforcement positioning seat, two it has a plurality of vertical rebar positioning spares, two to distribute along its length direction pectination on the transverse reinforcement positioning seat transverse reinforcement positioning seat top is respectively just to being equipped with vertical rebar positioning spare. Compared with the prior art, the utility model provides a prefabricated web reinforcement mould of T roof beam makes T girder iron bones RACK ligature standardization, and is standardized, and the outward appearance is level and smooth, in the same direction as straight, and superior in quality, the labour that can significantly reduce consumes, and construction cycle shortens, and the wholeness is strong, has improved the installation quality of reinforcing bar, be applicable to the steel bones RACK of 2201, 2101, 2209 and 2109 type T liang liang of the ligature body simultaneously, lowered the cost.
Description
Technical field
This utility model relates to Precast T-Beam steel bar binding clamping fixture technical field, beam prefabricated particularly to a kind of T
Web steel bar binding clamping fixture.
Background technology
The typically colligation on reinforcing bar pedestal of T-shaped beam reinforcement cages in railway engineering, tying up of precast beam reinforced bar skeleton
Bundle workload in construction link is big, loaded down with trivial details, use duration, belongs to the important construction link of precast beam.Reinforcing bar
The important procedure that frame colligation is constructed as precast beam, its colligation quality and speed govern executing of in-situ precast beam
Work progress.Therefore, the design and construction quality of steel bar binding clamping fixture is most important.
The defect of prior art: present stage, in the beam prefabricated process of binding of T, vertical reinforcement is longer, and steel
Muscle diameter is less, and in work progress, reinforcing bar is easily deformed bending, ensures between vertical reinforcement in process of binding
Away from and the most relatively difficult, bar gauge during colligation, radical, position, pitch requirements are accurate, the most reliably
Property cannot ensure, causes stress undesirable.During batch production, artificial colligation is inefficient, easily occur off normal,
Crooked phenomenon, presentation quality is poor.
In conventional precast beam construction, the many employings of steel bar binding clamping fixture fixed binding clamping fixture pattern.I.e. one
The T beam beam body planting model needs to be correspondingly arranged a kind of steel bar binding clamping fixture, but certain form of framework of steel reinforcement is tied
Structure is similar to, and the structure of its binding clamping fixture, size, specification approximate, and such as 2201,2101,2209 and 2109
Type T beam beam body, this is accomplished by providing a kind of rational in infrastructure, convenient and reliable, and has multiduty binding clamping fixture.
Utility model content
For solving above technical problem, this utility model provides a kind of beam prefabricated web steel bar binding clamping fixture of T,
During solving the beam prefabricated reinforcing bar binding of T, it is difficult to keep vertical reinforcement spacing, position and keep vertical
The problems such as degree is low with presentation quality difference and colligation efficiency.
The technical solution adopted in the utility model is as follows: a kind of beam prefabricated web steel bar binding clamping fixture of T, crucial
It is: include two transverse steel positioning seats be arrangeding in parallel, along it on two described transverse steel positioning seats
Length direction pectination is distributed multiple longitudinal reinforcement keeper, above two described transverse steel positioning seats respectively
Just to being provided with vertical reinforcement keeper.
The beneficial effect of above scheme is provided with vertical reinforcement keeper can be to vertical reinforcement spacing, position
It is accurately positioned, prevents from work progress, causing vertical reinforcement bending and keeping vertical reinforcement good
Good perpendicularity；It is simultaneously suitable for the reinforcing bar of colligation 2201,2101,2209 and 2109 type T beam beam body
Frame.
Preferably, two described transverse steel positioning seats are correspondingly provided with transverse steel locating notch respectively,
Being correspondingly provided with longitudinal reinforcement bayonet socket on described longitudinal reinforcement keeper, described vertical reinforcement keeper is provided with
The vertical reinforcement bayonet socket corresponding with transverse steel locating notch.The effect of the program is fixed by transverse steel
Position breach, longitudinal reinforcement bayonet socket and vertical reinforcement bayonet socket, effectively control longitudinal reinforcement and transverse steel and
The spacing of vertical reinforcement and position.
Preferably, described longitudinal reinforcement keeper includes gripper shoe, and this gripper shoe is vertically arranged with location-plate,
Top edge at this location-plate offers multiple described longitudinal reinforcement bayonet socket along its length.The effect of the program
Fruit is to use T-shaped simple in construction, and stress is clear and definite, saves material.
Preferably, described vertical reinforcement keeper includes that vertical reinforcement positions bar, described vertical reinforcement location bar
Length direction along described transverse steel positioning seat is arranged, and is respectively arranged at two ends with connection seat in described gripper shoe,
Described vertical reinforcement location bar is hinged with corresponding described connection seat, and described vertical reinforcement location bar offers
Described vertical reinforcement bayonet socket.The effect of the program is vertically to position the length direction of bar and transverse steel positioning seat
Consistent arrange, and vertical reinforcement bayonet socket be corresponding with transverse steel locating notch, it can be ensured that transverse steel and
The vertical reinforcement being connected, in same perpendicular, is effectively controlled spacing and the position of vertical reinforcement.
Preferably, described vertical reinforcement location bar is angle steel, a side of this angle steel with described to be connected seat hinged,
The edge of another side of this angle steel offers described vertical reinforcement bayonet socket.The effect of the program is can basis
Need to rotate vertical reinforcement location bar easily, when needs colligation vertical reinforcement, vertical reinforcement card will be provided with
The side of mouth keeps level, after colligation is complete, is returned to vertically by the side being provided with vertical reinforcement bayonet socket
State.
Preferably, described vertical reinforcement location bar inside described longitudinal reinforcement keeper on be respectively equipped with perpendicular
To location support bar.The effect of the program is to support vertical reinforcement location bar.
Preferably, the lower section of described transverse steel positioning seat is provided with multiple support base.The effect of the program is
Beam prefabricated for whole T web steel bar binding clamping fixture can be supported and leave ground a certain distance.
Beneficial effect: compared with prior art, the beam prefabricated web steel bar binding clamping fixture of T that this utility model provides,
T beam reinforcement cages colligation is made to standardize, standardization, flat appearance, straight, superior in quality, it is possible to significantly to subtract
The consuming of few labour force, construction period shortens, and globality is strong, improves the installation quality of reinforcing bar；Fit simultaneously
For the framework of steel reinforcement of colligation 2201,2101,2209 and 2109 type T beam beam body web, reduce cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the left view of Fig. 1；
Fig. 3 is the top view of Fig. 2.
Detailed description of the invention
For making those skilled in the art be better understood from the technical solution of the utility model, below in conjunction with the accompanying drawings and
This utility model is elaborated by detailed description of the invention.
As shown in Fig. 13, a kind of beam prefabricated web steel bar binding clamping fixture of T, it is adaptable to 2201,2101,2209
With 2109 type T beam beam body web reinforcement colligations, including two transverse steel positioning seats 1 be arrangeding in parallel,
Transverse steel locating notch 4, two transverse steel location it are correspondingly provided with respectively on two transverse steel positioning seats 1
On seat 1, pectination is distributed multiple longitudinal reinforcement keeper 2, on longitudinal reinforcement keeper 2 along its length
It is correspondingly provided with longitudinal reinforcement bayonet socket 5, just the most fixed to being provided with vertical reinforcement above two transverse steel positioning seats 1
Position part 3, vertical reinforcement keeper 3 is provided with the vertical reinforcement bayonet socket corresponding with transverse steel locating notch 4
The lower section of 6 transverse steel positioning seats 1 is provided with multiple support base 8.
It can further be seen that longitudinal reinforcement keeper 2 includes gripper shoe 21 in Fig. 1 and Fig. 2, this gripper shoe 21
On be vertically arranged with location-plate 22, the top edge at this location-plate 22 offers multiple longitudinal direction along its length
Reinforcing bar bayonet socket 5.
Shown in Fig. 2 and Fig. 3, vertical reinforcement keeper 3 includes that vertical reinforcement positions bar 31, vertical reinforcement
The length direction of location bar 31 transversely reinforcing bar positioning seat 1 is arranged, being respectively arranged at two ends with of gripper shoe 21
Connecting seat 32, vertical reinforcement location bar 31 is hinged with corresponding connection seat 32, vertical reinforcement location bar 31
On offer vertical reinforcement bayonet socket 6, vertical reinforcement location bar 31 inside longitudinal reinforcement keeper 2 on point
It is not provided with vertical location support bar 7.
Shown in Fig. 1 and Fig. 3, vertical reinforcement location bar 31 be angle steel, a side of this angle steel be connected seat
32 is hinged, and the edge of another side of this angle steel offers vertical reinforcement bayonet socket 6.
When using above T beam beam body reinforcing bar binding general tire fixture, the vertical reinforcement that closes location bar 31, by it
The side offering vertical reinforcement bayonet socket 6 is placed on the support bar 7 of vertical location, makes this side holding level
And vertical reinforcement bayonet socket 6 is corresponding with the transverse steel locating notch 4 on transverse steel positioning seat 1；So
After longitudinal reinforcement, transverse steel and vertical reinforcement are placed in parallel at transverse steel locating notch 4 respectively, longitudinally
In reinforcing bar bayonet socket 5 and vertical reinforcement bayonet socket 6, after the reinforcing bar binding placed is become framework of steel reinforcement, open perpendicular
Positioning bar 31 to reinforcing bar, the side being offered vertical reinforcement bayonet socket 6 is pushed to vertical state, takes out also
Remove framework of steel reinforcement.
It is last it is to be appreciated that foregoing description is only preferred embodiment of the present utility model, those skilled in the art
Member is under enlightenment of the present utility model, on the premise of this utility model objective and claim, and can
To represent as making multiple types, within such conversion each falls within protection domain of the present utility model.
Claims (7)
1. the beam prefabricated web steel bar binding clamping fixture of T, it is characterized in that: include two transverse steel positioning seats (1) be arrangeding in parallel, on two described transverse steel positioning seats (1), pectination is distributed multiple longitudinal reinforcement keeper (2) along its length, and two described transverse steel positioning seat (1) tops are the most just to being provided with vertical reinforcement keeper (3).
A kind of beam prefabricated web steel bar binding clamping fixture of T the most according to claim 1, it is characterized in that: on two described transverse steel positioning seats (1), be correspondingly provided with transverse steel locating notch (4) respectively, being correspondingly provided with longitudinal reinforcement bayonet socket (5) on described longitudinal reinforcement keeper (2), described vertical reinforcement keeper (3) is provided with the vertical reinforcement bayonet socket (6) corresponding with transverse steel locating notch (4).
A kind of beam prefabricated web steel bar binding clamping fixture of T the most according to claim 1, it is characterized in that: described longitudinal reinforcement keeper (2) includes gripper shoe (21), being vertically arranged with location-plate (22) in this gripper shoe (21), the top edge at this location-plate (22) offers multiple described longitudinal reinforcement bayonet socket (5) along its length.
A kind of beam prefabricated web steel bar binding clamping fixture of T the most according to claim 3, it is characterized in that: described vertical reinforcement keeper (3) includes vertical reinforcement location bar (31), described vertical reinforcement location bar (31) is arranged along the length direction of described transverse steel positioning seat (1), seat (32) is connected being respectively arranged at two ends with of described gripper shoe (21), described vertical reinforcement location bar (31) is hinged with corresponding described connection seat (32), and described vertical reinforcement location bar (31) offers described vertical reinforcement bayonet socket (6).
A kind of beam prefabricated web steel bar binding clamping fixture of T the most according to claim 4, it is characterized in that: described vertical reinforcement location bar (31) is angle steel, one side of this angle steel is with described to be connected seat (32) hinged, and the edge of another side of this angle steel offers described vertical reinforcement bayonet socket (6).
6. according to the beam prefabricated web steel bar binding clamping fixture of a kind of T described in any one of claim 45, it is characterised in that: it is respectively equipped with on the described longitudinal reinforcement keeper (2) of described vertical reinforcement location bar (31) inner side and vertically positions support bar (7).
7. according to the beam prefabricated web steel bar binding clamping fixture of T described in any one of claim 15, it is characterised in that: the lower section of described transverse steel positioning seat (1) is provided with multiple support base (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620268992.0U CN205614824U (en) | 2016-03-31 | 2016-03-31 | Prefabricated web reinforcement mould of T roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620268992.0U CN205614824U (en) | 2016-03-31 | 2016-03-31 | Prefabricated web reinforcement mould of T roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205614824U true CN205614824U (en) | 2016-10-05 |
Family
ID=57029888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620268992.0U Expired - Fee Related CN205614824U (en) | 2016-03-31 | 2016-03-31 | Prefabricated web reinforcement mould of T roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205614824U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107599154A (en) * | 2017-09-30 | 2018-01-19 | 中铁上海工程局集团有限公司 | A kind of method that rubber extract pipe position is quickly checked during high speed railway box is beam prefabricated |
| CN108222523A (en) * | 2018-02-02 | 2018-06-29 | 中建路桥集团有限公司 | A kind of T beam steel bar colligations move assembled movable moulding bed |
| CN108453887A (en) * | 2018-03-30 | 2018-08-28 | 江苏省交通工程集团有限公司 | T beam steel cages integrally manufacture mould |
| CN108724457A (en) * | 2018-08-17 | 2018-11-02 | 中铁十局集团第三建设有限公司 | A kind of high-precision cover board reinforcing bar positioning one-time-shaped mould and application method |
| CN108748650A (en) * | 2018-05-30 | 2018-11-06 | 浙江交工集团股份有限公司 | A kind of pedestal structure for the installation of preform lid beam steel |
| CN111644544A (en) * | 2020-05-21 | 2020-09-11 | 中国一冶集团有限公司 | Steel bar binding clamping fixture for movable precast box girder top plate and use method |
| CN112847775A (en) * | 2021-03-01 | 2021-05-28 | 中铁二十三局集团第四工程有限公司 | Be used for prefabricated reinforcement bed-jig of component |
| CN113650155A (en) * | 2021-09-02 | 2021-11-16 | 中交路桥华东工程有限公司 | Steel bar binding mould and steel bar binding construction method |
-
2016
- 2016-03-31 CN CN201620268992.0U patent/CN205614824U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107599154A (en) * | 2017-09-30 | 2018-01-19 | 中铁上海工程局集团有限公司 | A kind of method that rubber extract pipe position is quickly checked during high speed railway box is beam prefabricated |
| CN107599154B (en) * | 2017-09-30 | 2019-07-16 | 中铁上海工程局集团有限公司 | The method of rubber extract pipe position is quickly checked during a kind of high speed railway box is beam prefabricated |
| CN108222523A (en) * | 2018-02-02 | 2018-06-29 | 中建路桥集团有限公司 | A kind of T beam steel bar colligations move assembled movable moulding bed |
| CN108222523B (en) * | 2018-02-02 | 2019-04-30 | 中建路桥集团有限公司 | A kind of mobile assembled movable moulding bed of T beam steel bar colligation |
| CN108453887A (en) * | 2018-03-30 | 2018-08-28 | 江苏省交通工程集团有限公司 | T beam steel cages integrally manufacture mould |
| CN108748650A (en) * | 2018-05-30 | 2018-11-06 | 浙江交工集团股份有限公司 | A kind of pedestal structure for the installation of preform lid beam steel |
| CN108724457A (en) * | 2018-08-17 | 2018-11-02 | 中铁十局集团第三建设有限公司 | A kind of high-precision cover board reinforcing bar positioning one-time-shaped mould and application method |
| CN111644544A (en) * | 2020-05-21 | 2020-09-11 | 中国一冶集团有限公司 | Steel bar binding clamping fixture for movable precast box girder top plate and use method |
| CN112847775A (en) * | 2021-03-01 | 2021-05-28 | 中铁二十三局集团第四工程有限公司 | Be used for prefabricated reinforcement bed-jig of component |
| CN113650155A (en) * | 2021-09-02 | 2021-11-16 | 中交路桥华东工程有限公司 | Steel bar binding mould and steel bar binding construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161005 |