CN204151682U - T-shaped joist steel mould adjustable angle device - Google Patents
T-shaped joist steel mould adjustable angle device Download PDFInfo
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- CN204151682U CN204151682U CN201420419930.6U CN201420419930U CN204151682U CN 204151682 U CN204151682 U CN 204151682U CN 201420419930 U CN201420419930 U CN 201420419930U CN 204151682 U CN204151682 U CN 204151682U
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Abstract
The utility model discloses a kind of T-shaped joist steel mould adjustable angle device; Facilitate Height Adjustment and supporting role; Panel and mould bases divide left and right sides, and mould bases adds adjustment screw mandrel, to meet different deck transverse slope adjustment.For convenience of the demoulding, partition wall is increased corresponding gradient; Template adopts the form to pull bar up and down, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes (apart from the downward 70mm of table top) on beam making bench.Pull bar adopts φ 20 essence to prick screw-thread steel.For convenience of side bar width adjusting, side bar comb plate does not do any connection with template.Spot welding mode and template can be adopted during cast to fix, then do and simply support.Therefore T-shaped joist steel mould adjustable angle device described in the utility model is through improving, and reasonable in design, utilization ratio is high, and operating cost reduces, and is widely used in T-shaped beam field.
Description
Technical field
The utility model relates to T-shaped joist steel mould, is specifically a kind of T-shaped joist steel mould adjustable angle device.
Background technology
T-shaped beam refers to that cross-sectional form is T-shaped beam.Both sides are chosen part and are called the edge of a wing, and intermediate portion is called beam rib.Because it is the equal of cut out rear formation by rectangular beam to the inoperative concrete in tension zone of flexural strength.Outside identical with original rectangle flexural strength, but both can save concrete, alleviate again the deadweight of component, improve span ability.T-shaped beam: the beam bridge that load-carrying members are combined into by top flange and the beam rib of armored concrete is called tee girder bridge, because the cross sectional shape of girder is gained the name as English alphabet T.Pressure zone, tee girder cross section utilizes withstand voltage concrete make frange plate and double as bridge floor; Tensile region reinforcing bar or prestressed reinforcement bear pulling force.Wherein, the utility model of the patent No. 92225736.1 discloses a kind of T-shaped beam integral mold plate, be made up of panel, back cord, frame, support, feature is, panel is multiaspect integral panels, and available steel plate or steel framework wood glue plate are manufactured, and strengthens with horizontal and vertical shaped steel back cord, be provided with the steel pipe support that two groups of diagonal cross are arranged at back cord position, be provided with walking roller frame in the bottom of template.
Utility model content
The purpose of this utility model is to provide a kind of T-shaped joist steel mould adjustable angle device at this.Facilitate Height Adjustment and supporting role.Panel and mould bases divide left and right sides, and mould bases adds adjustment screw mandrel, to meet different deck transverse slope adjustment.For convenience of the demoulding, partition wall is increased corresponding gradient; Template adopts the form to pull bar up and down, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes (apart from the downward 70mm of table top) on beam making bench.Pull bar adopts φ 20 essence to prick screw-thread steel.For convenience of side bar width adjusting, side bar comb plate does not do any connection with template.Spot welding mode and template can be adopted during cast to fix, then do and simply support.Therefore T-shaped joist steel mould adjustable angle device described in the utility model is through improving, and reasonable in design, utilization ratio is high, and operating cost reduces, and is widely used in T-shaped beam field.
The utility model is achieved in that a kind of T-shaped joist steel mould adjustable angle device of structure, it is characterized in that: comprise panel, mould bases and panel muscle, arrange timber wedge in mould bases bottom; Panel and mould bases divide left and right sides part, and mould bases adds adjustment screw mandrel; The all contact surfaces of panel adopt rounding process, and fillet size is R=50mm; Panel adopts the form to pull bar up and down, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes on beam making bench; Pull bar adopts φ 20 essence to prick screw-thread steel; Partition wall shrouding, side bar and comb plate is provided with in mould bases.
According to T-shaped joist steel mould adjustable angle device described in the utility model, it is characterized in that: panel adopts 6mm steel plate, mould bases adopts 12# channel-section steel and 10# channel-section steel assembly welding, and panel muscle adopts 8# channel-section steel; Partition wall shrouding adopts 12mm steel plate, and side bar adopts 14mm steel plate, and comb plate adopts 10mm steel plate.
The utility model has the advantage of: T-shaped joist steel mould adjustable angle device described in the utility model, through improving, facilitates Height Adjustment and supporting role.Panel and mould bases divide left and right sides, and mould bases adds adjustment screw mandrel, to meet different deck transverse slope adjustment.Screw mandrel adjusting range can meet 0%--3%.The all contact surfaces of template adopt rounding process, and fillet size is R=50mm.Standard beam length is done according to 38.4 metric systems, makes adjust joint accordingly according to beam length change, meets beam length requirement adjustment joint and makes, when L >=30mm need be made into template at the employing steel plate of L≤30mm.For convenience of the demoulding, partition wall is increased corresponding gradient; Template adopts the form to pull bar up and down, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes (apart from the downward 70mm of table top) on beam making bench.Pull bar adopts φ 20 essence to prick screw-thread steel.For convenience of side bar width adjusting, side bar comb plate does not do any connection with template.Spot welding mode and template can be adopted during cast to fix, then do and simply support.Therefore T-shaped joist steel mould adjustable angle device described in the utility model is through improving, and reasonable in design, utilization ratio is high, and operating cost reduces, and is widely used in T-shaped beam field.
Accompanying drawing explanation
Fig. 1-2 is this device integral outer structural representation
Fig. 3 is A-A sectional view in Fig. 2
Fig. 4 is B-B sectional view in Fig. 2
Fig. 5 is C-C sectional view in Fig. 2
Wherein: panel 1, mould bases 2, panel muscle 3, adjustment screw mandrel 4, partition wall shrouding 5, side bar 6, comb plate 7, pull bar 8.
Detailed description of the invention
Below in conjunction with accompanying drawing 1-5, the utility model is described in detail, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As Figure 1-5, the utility model provides a kind of T-shaped joist steel mould adjustable angle device, comprises the panel 1 adopting 6mm steel plate to prepare, and adopts the mould bases 2 of 12# channel-section steel and 10# channel-section steel assembly welding, and panel muscle 3 adopts 8# channel-section steel, arranges timber wedge in mould bases 2 bottom; Panel 1 and mould bases 2 points of left and right sides parts, mould bases 2 adds adjustment screw mandrel 4, to meet different deck transverse slope adjustment; Adjustment screw mandrel 4 adjusting range can meet 0%--3%; The all contact surfaces of panel 1 adopt rounding process, and fillet size is R=50mm; Panel about 1 adopts the form to pull bar, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes on beam making bench; Pull bar adopts φ 20 essence to prick screw-thread steel.
Panel 1 adopts 6mm steel plate, and mould bases 2 adopts 12# channel-section steel and 10# channel-section steel assembly welding, and panel muscle 3 adopts 8# channel-section steel; When enforcement, flange adopts L80*8 angle steel, and partition wall shrouding 5 adopts 12mm steel plate, and beam adopts 14mm steel plate, and comb plate 7 adopts 10mm steel plate.
This programme adopts side bag end form; Mode at the bottom of the bag of side, can arrange timber wedge (timber wedge construction party is provided for oneself), facilitate Height Adjustment and supporting role in mould bases 2 bottom.Panel and mould bases divide left and right sides, and mould bases adds adjustment screw mandrel, to meet different deck transverse slope adjustment.Screw mandrel adjusting range can meet 0%--3%.The all contact surfaces of template adopt rounding process, and fillet size is R=50mm.Standard beam length is done according to 38.4 metric systems, makes adjust joint accordingly according to beam length change, meets beam length requirement adjustment joint and makes, when L >=30mm need be made into template at the employing steel plate of L≤30mm.
For convenience of the demoulding, partition wall is increased corresponding gradient, concrete gradient size is shown in figure, adds adjustment screw mandrel in partition wall position, adjusts partition wall angle.Top comb plate adopts lower slotting mode (U-lag mouth upward).
Template adopts the form to pull bar up and down, and bottom draw rod positions needs on beam making bench reserved.
Φ 40 pairs of pulling eyes (apart from the downward 70mm of table top).Pull bar adopts φ 20 essence to prick screw-thread steel.For convenience of side bar width adjusting (10.2cm-13.8cm), side bar comb plate does not do any connection with template.Spot welding mode and template can be adopted during cast to fix, then do and simply support.
To the above-mentioned explanation of the disclosed embodiments, professional and technical personnel in the field are realized or uses the utility model.To be apparent for those skilled in the art to the multiple amendment of these embodiments, General Principle as defined herein when not departing from spirit or scope of the present utility model, can realize in other embodiments.Therefore, the utility model can not be restricted to these embodiments shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (2)
1. a T-shaped joist steel mould adjustable angle device, is characterized in that: comprise panel (1), mould bases (2) and panel muscle (3), arrange timber wedge in mould bases (2) bottom; Panel (1) and mould bases (2) point left and right sides part, mould bases (2) adds adjustment screw mandrel (4); The all contact surfaces of panel (1) adopt rounding process, and fillet size is R=50mm; Panel (1) adopts the form to pull bar up and down, and bottom draw rod positions needs reserved Φ 40 pairs of pulling eyes on beam making bench; Pull bar (8) adopts φ 20 essence to prick screw-thread steel; Partition wall shrouding (5), side bar (6) and comb plate (7) is provided with in mould bases (2).
2. T-shaped joist steel mould adjustable angle device according to claim 1, is characterized in that: panel (1) adopts 6mm steel plate, and mould bases (2) adopts 12# channel-section steel and 10# channel-section steel assembly welding, panel muscle (3) employing 8# channel-section steel; Partition wall shrouding (5) adopts 12mm steel plate, and side bar (6) adopts 14mm steel plate, and comb plate (7) adopts 10mm steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419930.6U CN204151682U (en) | 2014-07-29 | 2014-07-29 | T-shaped joist steel mould adjustable angle device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420419930.6U CN204151682U (en) | 2014-07-29 | 2014-07-29 | T-shaped joist steel mould adjustable angle device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204151682U true CN204151682U (en) | 2015-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420419930.6U Expired - Fee Related CN204151682U (en) | 2014-07-29 | 2014-07-29 | T-shaped joist steel mould adjustable angle device |
Country Status (1)
| Country | Link |
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| CN (1) | CN204151682U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105463995A (en) * | 2015-12-24 | 2016-04-06 | 湖南中铁五新钢模有限责任公司 | Formwork for bridge pier seam construction and use method thereof |
| CN110219244A (en) * | 2019-06-03 | 2019-09-10 | 中铁大桥局集团有限公司 | Box girder web template adjustment device and its application method at a kind of easement curve |
-
2014
- 2014-07-29 CN CN201420419930.6U patent/CN204151682U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105463995A (en) * | 2015-12-24 | 2016-04-06 | 湖南中铁五新钢模有限责任公司 | Formwork for bridge pier seam construction and use method thereof |
| CN105463995B (en) * | 2015-12-24 | 2017-01-18 | 湖南中铁五新钢模有限责任公司 | Formwork for bridge pier seam construction and use method thereof |
| CN110219244A (en) * | 2019-06-03 | 2019-09-10 | 中铁大桥局集团有限公司 | Box girder web template adjustment device and its application method at a kind of easement curve |
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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 |
Granted publication date: 20150211 Termination date: 20150729 |
|
| EXPY | Termination of patent right or utility model |