CN205969428U - Prefabricated bent cap template of fast turnaround (FTA) - Google Patents
Prefabricated bent cap template of fast turnaround (FTA) Download PDFInfo
- Publication number
- CN205969428U CN205969428U CN201620959505.5U CN201620959505U CN205969428U CN 205969428 U CN205969428 U CN 205969428U CN 201620959505 U CN201620959505 U CN 201620959505U CN 205969428 U CN205969428 U CN 205969428U
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- China
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- template
- side template
- bottom tray
- tray
- loose tool
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Abstract
The utility model belongs to the technical field of prefabricated bent cap template technology and specifically relates to a prefabricated bent cap template of fast turnaround (FTA), end child upper surface is provided with end child template, the lower surface of bottom tray is provided with a plurality of supports, and the bottom of support all installs and slide the gyro wheel, coast the gyro wheel setting on the track, one side that the bottom tray is close to the support is provided with screw jack, the upper portion of bottom tray all is provided with the setting rib, and positioning upright post's upper end, and the interval configuration has spiral vaulting pole and euphroe, the bottom plate is installed to the upside of bottom tray, the bottom plate connects with the side form plate hinge, the end mould board is installed at bottom plate upper portion both ends, and the end mould board is connected with the side form board respectively, hold concurrently to drawing the connection through upper portion cushion template in the top of side form board. The utility model discloses simple structure, it is convenient to dismantle to can reduce occuping of place, resources are saved.
Description
Technical field
This utility model is related to prefabricated capping beam template technical field, more particularly, to a kind of quickly prefabricated capping beam template of turnover.
Background technology
Bent cap, refers to the load for supporting, distribution and transmission superstructure, in the crossbeam of pile bent pier top setting.
Also known as cap.Bridge pier or on campshed setting armored concrete or rare-reinforcement concrete crossbeam.Main Function is supporting bridge
Superstructure, and whole load is passed to substructure.And prefabricated capping beam template is the necessaries making bent cap, but pre existing
Its enabling capabilities of capping beam template processed are limited, and support effect is poor, and the prior art also exists and can not bent cap horizontal wall inscription be adjusted
Defect, and be inconvenient to dismantle and install.
Utility model content
The purpose of this utility model is to solve shortcoming present in prior art, and a kind of quick turnover proposing is pre-
Capping beam template processed.
To achieve these goals, this utility model employs following technical scheme：
Design is a kind of quickly to have enough to meet the need prefabricated capping beam template, and including bottom tire, described bottom tire upper surface is provided with bottom loose tool plate, institute
State, on the loose tool plate of bottom, two bottom tray are installed, and two bottom tray are tightened up demoulding spiral strut by counterdie and connected, institute
The lower surface stating bottom tray is provided with some supports, and the bottom of support is mounted on sliding roller, and the described roller that slides sets
Put in orbit, described bottom tray is provided with screw jack near the side of support；
The top of described bottom tray is provided with setting rib, and the upper end interval of positioning vertical column be provided with spiral strut and
Euphroe, is provided with side template between described spiral strut, the upside of described setting rib is provided with base plate, described base plate and side form
Plate is hinged, and described base plate both upper ends thereof is provided with Side Template, and Side Template is connected with side template respectively, the top of described side template
By top cushion block template and to drawing connection.
Preferably, the described roller that slides is staggered installation of the bottom in bottom tray with screw jack.
Preferably, the upper surface both sides of described bottom loose tool plate are provided with for load-bearing side template, described side template and bottom tire
Template is fixedly connected.
Preferably, the middle lower portion both sides of two described bottom tray are provided with and support for the spiral straining bottom loose tool plate
Bar.
The utility model proposes a kind of quickly have enough to meet the need prefabricated capping beam template, have the beneficial effects that：First by bottom tray
It is arranged on the tire of bottom, then will slip into Di Tai template center with the bottom tray sliding roller, near the two of bottom loose tool plate
The bar activity transversum bottom of screw jack jack-up loose tool plate on earth, is now middle part designed elevation position, by bottom
Also jacking, to designed elevation, makes the design of this device more accurate to screw jack under the outer end floor beam of pallet, with straining spiral
Left and right two ends counterdie is tightened up the tension of demoulding spiral strut by strut, is connected with centre, improves safety；Pre- colligation is good
Steel reinforcement cage hang in, install two ends Side Template, penetrate positioning transverse stretching forming device, only in first installation by side template
Hinged with base plate, subsequently hinged exist always it is only necessary to pack up side form by euphroe to setting column direction, unclamps euphroe
Side form leans forward design attitude, can be finely adjusted by spiral strut it is ensured that width suitable for reading and linearity, finally install pad
Suspension rods such as stone, block, stretching notch and to idler arm, after installation calibrating finishes, prepare cast concrete.Concrete curing with
Afterwards, first dismantle during form removal intermediate conveyor screw strut, then remove Side Template, then use spiral strut to receive side template and peel off concrete, use
Side template is retracted into and abuts against on setting column by euphroe, does not affect the angle that side template is fallen with side template；Finally bottomed
Portion's screw jack makes side template and side template integrally fall in bottom tray, drags by tray trolley and skids off respectively to both sides
Bottom, side form form removal.Two bottom side forms and end mould are hung another bottom loose tool Board position, after doing template cleaning and release agent spraying is
The use of subsequent cycle can be carried out.Economize on resources, realize repeatedly utilizing.
Brief description
Fig. 1 be the utility model proposes the prefabricated capping beam template of a kind of quick turnover structural representation；
Fig. 2 be the utility model proposes the prefabricated capping beam template of a kind of quick turnover structure left view；
Fig. 3 be the utility model proposes the prefabricated capping beam template of a kind of quick turnover structure top view.
In figure：Bottom tire 1, slide roller 2, screw jack 3, bottom loose tool plate 4, bottom tray 5, base plate 6, side template 7, spiral shell
Rotation strut 8, euphroe 9, top cushion block template are simultaneous, and to drawing, 10, counterdie tightens up demoulding spiral strut 11, Side Template 12, shape rib
13rd, positioning vertical column 14.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely description is it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.
Reference picture 1-3, a kind of quickly prefabricated capping beam template of turnover, including bottom tire 1, described bottom tire 1 upper surface is provided with bottom
Loose tool plate 4, the upper surface both sides of described bottom loose tool plate 4 are provided with for load-bearing side template 7, described side template 7 and bottom loose tool plate 4
It is fixedly connected, to improve overall all transfer efficients of template, to accelerate overall construction speed, described bottom loose tool plate 4 is provided with two
Individual bottom tray 5, and two bottom tray 5 tighten up demoulding spiral strut 11 by counterdie and connect, two described bottom tray 5
Middle lower portion both sides are provided with the spiral strut 8 for straining bottom loose tool plate 4, also can make bed die convenient disengaging in left and right during form removal
Concrete, the lower surface of described bottom tray 5 is provided with some supports, and the bottom of support is mounted on sliding roller 2, described slides
Roller 2 arranges in orbit, and described bottom tray 5 is provided with screw jack 3 near the side of support, described slides roller 2
It is staggered installation of in the bottom of bottom tray 5 with screw jack 3 in that context it may be convenient to moving die plate, reduce and precasting yard lifting is set
Standby occupancy.
The top of described bottom tray 5 is provided with setting rib 13, and the upper end interval of positioning vertical column 14 is provided with spiral
Strut 8 and euphroe 9, are provided with side template 7 between described spiral strut 8, the upside of described setting rib 13 is provided with base plate 6,
Described base plate 6 is hinged with side template 7, and the top of described base plate 6 is provided with Side Template 12, and Side Template 12 respectively with side template 7
Connect, top cushion block template is passed through and to drawing 10 dismountings easy to connect in the top of described side template 7, is easily installed, can be effective
Raising work efficiency.
Workflow：First bottom tray 5 is arranged on bottom tire 1, then by with the bottom tray 5 sliding roller 2
Slip into bottom loose tool plate 4 center, near two movable transversums screw jack 3 jack-up loose tool plate 4 on earth of bottom loose tool plate 4
Bottom, is now middle part designed elevation position, by the screw jack 3 under outer for bottom tray 5 end floor beam also jacking to setting
Meter absolute altitude, makes the design of this device more accurate, with tension spiral strut 8, left and right two ends counterdie is tightened up demoulding spiral strut 11
Tension, is connected with centre, improves safety；The good steel reinforcement cage of pre- colligation is hung in, installs two ends Side Template 12, wear
Enter to position transverse stretching forming device, side template 7 is hinged with base plate 6, rope tension regulator 9 makes side form lean forward design angle, then leads to
Cross spiral strut and be finely adjusted it is ensured that width suitable for reading and linearity, suspension rods such as pinner, block, stretching notch and right are finally installed
Idler arm, after installation calibrating finishes, prepares cast concrete.After concrete curing, intermediate conveyor screw of first dismantling during form removal supports
Bar 8, then remove Side Template 12, then use spiral strut 8 to receive side template 7 and peel off concrete, with euphroe 9, side template 7 is packed up
To abutting against on positioning vertical column 14, do not affect the angle that side template 7 is fallen with side template 7；Finally bottomed portion screw jack 3 makes
Side template 7 and side template 7 entirety are fallen in bottom tray 5, drag by tray trolley and skid off bottom, side form form removal respectively to both sides.
Two bottom side forms and end mould are hung another bottom loose tool Board position, can be carried out next after doing template cleaning and release agent spraying and follow
The use of ring.Economize on resources, realize repeatedly utilizing.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any those familiar with the art in the technical scope that this utility model discloses, according to this practicality
New technical scheme and its utility model design in addition equivalent or change, all should cover in protection model of the present utility model
Within enclosing.
Claims (4)
1. a kind of quickly have enough to meet the need prefabricated capping beam template, including bottom tire (1) it is characterised in that：Described bottom tire (1) upper surface is provided with
Bottom loose tool plate (4), described bottom loose tool plate (4) is provided with two bottom tray (5), and two bottom tray (5) pass through counterdie
Tighten up demoulding spiral strut (11) to connect, the lower surface of described bottom tray (5) is provided with some supports, and the bottom of support is equal
It is provided with and slides roller (2), the described roller (2) that slides arranges in orbit, and described bottom tray (5) sets near the side of support
It is equipped with screw jack (3)；
The top of described bottom tray (5) is provided with setting rib (13), and the upper end interval of positioning vertical column (14) is provided with spiral shell
Rotation strut (8) and euphroe (9), are provided with side template (7), the upside of described setting rib (13) between described spiral strut (8)
Base plate (6) is installed, described base plate (6) is hinged with side template (7), and the top of described base plate (6) is provided with Side Template (12), and
Side Template (12) is connected with side template (7) respectively, and top cushion block template is passed through and to drawing (10) even in the top of described side template (7)
Connect.
2. according to claim 1 a kind of quickly have enough to meet the need prefabricated capping beam template it is characterised in that：Described slide roller (2)
It is staggered installation of the bottom in bottom tray (5) with screw jack (3).
3. according to claim 1 a kind of quickly have enough to meet the need prefabricated capping beam template it is characterised in that：Described bottom loose tool plate (4)
Upper surface both sides be provided with for load-bearing side template (7), described side template (7) is fixedly connected with bottom loose tool plate (4).
4. according to claim 1 a kind of quickly have enough to meet the need prefabricated capping beam template it is characterised in that：Two described bottom tray
(5) middle lower portion both sides are provided with the spiral strut (8) for straining bottom loose tool plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620959505.5U CN205969428U (en) | 2016-08-26 | 2016-08-26 | Prefabricated bent cap template of fast turnaround (FTA) |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620959505.5U CN205969428U (en) | 2016-08-26 | 2016-08-26 | Prefabricated bent cap template of fast turnaround (FTA) |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205969428U true CN205969428U (en) | 2017-02-22 |
Family
ID=58036760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620959505.5U Active CN205969428U (en) | 2016-08-26 | 2016-08-26 | Prefabricated bent cap template of fast turnaround (FTA) |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205969428U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109278162A (en) * | 2018-11-06 | 2019-01-29 | 湖南中铁五新钢模有限责任公司 | A kind of polystyle preform lid beam bottom modular system and its application method |
| CN111005323A (en) * | 2020-01-02 | 2020-04-14 | 中铁十九局集团第六工程有限公司 | Supporting method and device for variable-slope cover beam end mold of highway bridge engineering |
| CN114016389A (en) * | 2021-11-10 | 2022-02-08 | 宁波市高等级公路建设管理中心 | Built-in truss combined capping beam based on UHPC permanent template and construction process |
-
2016
- 2016-08-26 CN CN201620959505.5U patent/CN205969428U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109278162A (en) * | 2018-11-06 | 2019-01-29 | 湖南中铁五新钢模有限责任公司 | A kind of polystyle preform lid beam bottom modular system and its application method |
| CN109278162B (en) * | 2018-11-06 | 2023-08-15 | 湖南五新智能科技股份有限公司 | Multi-column prefabricated bent cap bottom die system and application method thereof |
| CN111005323A (en) * | 2020-01-02 | 2020-04-14 | 中铁十九局集团第六工程有限公司 | Supporting method and device for variable-slope cover beam end mold of highway bridge engineering |
| CN114016389A (en) * | 2021-11-10 | 2022-02-08 | 宁波市高等级公路建设管理中心 | Built-in truss combined capping beam based on UHPC permanent template and construction process |
| CN114016389B (en) * | 2021-11-10 | 2024-02-06 | 宁波市高等级公路建设管理中心 | Built-in truss combined bent cap based on UHPC permanent formwork and construction process |
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| GR01 | Patent grant |