CN206256372U - The wet seam of bridge stops sizing device - Google Patents
The wet seam of bridge stops sizing device Download PDFInfo
- Publication number
- CN206256372U CN206256372U CN201621148967.5U CN201621148967U CN206256372U CN 206256372 U CN206256372 U CN 206256372U CN 201621148967 U CN201621148967 U CN 201621148967U CN 206256372 U CN206256372 U CN 206256372U
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- bridge
- hole
- plane
- water diversion
- sizing device
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Abstract
The utility model is related to the wet seam of bridge only sizing device, including bed die, cushion block, hang bar, nut, pull bar and sleeve pipe, also include only slurry water diversion part, the only slurry water diversion part upper surface and bridge flange plate bottom plane-plane contact, the only slurry water diversion part bottom surface and bed die upper table plane-plane contact, the cushion block and bridge flange plate upper table plane-plane contact, the cushion block with hang bar bottom plane-plane contact, the bed die is provided with hole A, hang bar and be provided with hole B corresponding with the hole A, the pull bar is arranged on inside pipe casing, the pull bar is connected after passing through hole A and hole B with nut thread, the utility model benefit：It is not only simple in structure and simple installation, solves the problems, such as that the slurries spilt when wet joint concrete is poured form variously-shaped pattern and influence bridge appearance quality in flange plate lower surface well.
Description
Technical field
The utility model is related to the device of bridge construction, is particularly well-suited to the wet seam of bridge and stops slurry to use.
Background technology
In bridge construction, wet seam is that portion that T beams or box beam are stayed between two panels beam flange plate after the completion of erection
They, overall seam is linked to be using cast-in-place concrete by parting gap.Wet seam when pouring most it is noted that be exactly anti-leak-stopping
Slurry, if good method is not solved, the slurries of concrete can form variously-shaped pattern below flange plate, at bridge bottom
Look up very ugly, influence the attractive in appearance of bridge.Processed using 1.5 centimetres of bamboo slab rubber more than present wet joint template,
But due to being a plane above template, only combining closely to go out when can just prevent casting concrete with the edge of a wing of two panels beam slab
The situation of existing spillage, way generally used now is to stick double faced adhesive tape mortar leakage prevention in template both sides, but in erection absolute altitude and
Double faced adhesive tape cannot be contacted with the edge of a wing of T beams or box beam when horizontal wall inscription control is not very accurate, and the effect of mortar leakage prevention is not very
It is good, and if two-sided being adhesive on flange plate will be unable to remove, same influence bridge appearance quality.
Utility model content
Technical problem to be solved in the utility model is：The bridge of a kind of simple structure, simple installation, low cost is provided
The wet seam constructing device of beam forms various shapes with the slurries for solving to be spilt when wet joint concrete is poured in flange plate lower surface
Shape pattern and influence the problem of bridge appearance quality.
In order to solve the above technical problems, stop sizing device the utility model proposes the wet seam of bridge, including bed die, cushion block,
Bar, nut, pull bar and sleeve pipe are hung, also including only slurry water diversion part, under only the slurry water diversion part upper surface and bridge flange plate
Bottom plane-plane contact, the only slurry water diversion part bottom surface and bed die upper table plane-plane contact, the cushion block and bridge flange plate upper table
Plane-plane contact, the cushion block is provided with hole A, hangs bar and be provided with corresponding with the hole A with bar bottom plane-plane contact, the bed die is hung
Hole B, the pull bar is arranged on inside pipe casing, and the pull bar with nut thread through being connected after hole A and hole B.
Further, the only slurry water diversion part top is additionally provided with seal groove, and seal groove is embedded with rubber.
Further, the seal groove quantity is 3.
Further, the seal groove groove width is 3mm.
Further, the only slurry water diversion part is additionally provided with guiding gutter.
Further, the guiding gutter quantity is at least 1.
Further, the guiding gutter groove width is 2-10mm.
Further, it is additionally provided with filtration fraction on the guiding gutter.
Further, the filtration fraction is metal gauze.
The beneficial effects of the utility model are：Only the seal groove of slurry water diversion part has prevents slurry stream guide vane in concrete
Listrium bottom, efficiently avoid the problem that flange plate lower surface forms variously-shaped pattern and influences bridge appearance quality, and
And seal groove is designed with three so that only starch effect relatively reliable；Only the guiding gutter of slurry water diversion part is by the slurries in concrete
Externally discharged from guiding gutter, the hydraulic pressure of slurries is reduced herein, further increase the reliability of seal groove, and guiding gutter is located at
Only the bottom of slurry water diversion part will not flow under gravity less than the lower surface of flange plate, therefore slurries in concrete admittedly
To the lower surface of flange plate, therefore the slurries spilt when wet joint concrete is poured are efficiently solved in flange plate lower surface shape
The problem of bridge appearance quality is influenceed into variously-shaped pattern；Only slurry water diversion part sets the filtration fraction pair of metal filter screen
Slurries in concrete play the effect of prefiltration, effectively prevent concrete slurry to block the situation of guiding gutter, not only tie
Structure is simple and later stage working service cost is relatively low.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 stops slurry water diversion part front view for the utility model；
Fig. 3 stops slurry water diversion part top view for the utility model；
Fig. 4 stops slurry water diversion part left view for the utility model；
Wherein：1- flange plates, 2- pull bars, 3- hangs bar, 4- cushion blocks, and 5- stops slurry water diversion part, 6- nuts, 7- sleeve pipes, 8- bottoms
Mould, 10- holes A, 11- hole B, 51- seal grooves, 52- filtration fractions, 53- guiding gutters.
Specific embodiment
Implementation method of the present utility model is described in detail below in conjunction with drawings and Examples, thereby to the utility model
How application technology means can fully understand and implement according to this to solve technical problem and reach the implementation process of technology effect.
Embodiment one
The wet seam of bridge as shown in Figures 1 to 4 stops sizing device, including bed die 8, cushion block 4, hangs bar 3, nut 6 and pull bar
2, also including only slurry water diversion part 5 and sleeve pipe 7, only to starch the top of water diversion part 5 and be provided with three seal grooves 51, the groove width of seal groove 51 is
3mm, seal groove 51 is embedded with rubber, and the height of the height more than seal groove 51 of rubber only starches the bottom of water diversion part 5 and be provided with one
Guiding gutter 53, the groove width of guiding gutter 53 is 2mm, and guiding gutter 53 is provided with metal gauze 52 near casting concrete side.Cushion block 4 is placed in bridge
On beam flange plate 1, hang bar 3 and be placed on cushion block 4, only starch water diversion part 5 top and bottom respectively with the bottom and bottom of flange plate 1
The upper table plane-plane contact of mould 8, pull bar 2 sequentially passes through the hole A10 of the hole B11, sleeve pipe 7 and bed die 8 that hang bar 3, in the effect of nut 6
Bed die 8 is realized that lifting is fixed by lower pull bar 2.
Embodiment two
The wet seam of bridge as shown in Figures 1 to 4 stops sizing device, including bed die 8, cushion block 4, hangs bar 3, nut 6 and pull bar
2, also including only slurry water diversion part 5 and sleeve pipe 7, only to starch the top of water diversion part 5 and be provided with three seal grooves 51, the groove width of seal groove 51 is
3mm, seal groove 51 is embedded with rubber, and the height of the height more than seal groove 51 of rubber only starches the bottom of water diversion part 5 and be provided with two
Guiding gutter 53, the groove width of guiding gutter 53 is 10mm, and guiding gutter 53 is provided with metal gauze 52 near casting concrete side.Cushion block 4 is placed in
On bridge flange plate 1, hang bar 3 and be placed on cushion block 4, only starch the top and bottom of water diversion part 5 respectively with the bottom of flange plate 1 and
The upper table plane-plane contact of bed die 8, pull bar 2 sequentially passes through the hole A10 of the hole B11, sleeve pipe 7 and bed die 8 that hang bar 3, in the work of nut 6
Bed die 8 is realized that lifting is fixed with lower pull bar 2.
Embodiment three
The wet seam of bridge as shown in Figures 1 to 4 stops sizing device, including bed die 8, cushion block 4, hangs bar 3, nut 6 and pull bar
2, also including only slurry water diversion part 5 and sleeve pipe 7, only to starch the top of water diversion part 5 and be provided with three seal grooves 51, the groove width of seal groove 51 is
3mm, seal groove 51 is embedded with rubber, and the height of the height more than seal groove 51 of rubber only starches the bottom of water diversion part 5 and be provided with two
Guiding gutter 53, the groove width of guiding gutter 53 is 6mm, and guiding gutter 53 is provided with metal gauze 52 near casting concrete side.Cushion block 4 is placed in
On bridge flange plate 1, hang bar 3 and be placed on cushion block 4, only starch the top and bottom of water diversion part 5 respectively with the bottom of flange plate 1 and
The upper table plane-plane contact of bed die 8, pull bar 2 sequentially passes through the hole A10 of the hole B11, sleeve pipe 7 and bed die 8 that hang bar 3, in the work of nut 6
Bed die 8 is realized that lifting is fixed with lower pull bar 2.
What the beneficial effects of the utility model were realized in：
Be embedded with rubber in three seal grooves that only slurry water diversion part is set, and rubber height of the height more than seal groove
Therefore rubber bumps, in the upper plane for only starching water diversion part, in the presence of pull bar and nut, the rubber deformation in seal groove is played
The effect of sealing, the slurries in concrete in the presence of rubber in seal groove and groove cannot be from the upper plane for only starching water diversion part
Flange plate bottom is flowed to, therefore efficiently avoid flange plate lower surface and formed variously-shaped pattern and influence bridge appearance quality
Problem, and seal groove triple layer designs so that only starch effect it is relatively reliable.
The guiding gutter that only slurry water diversion part is set externally discharges the slurries in concrete from guiding gutter, and slurry is reduced herein
The hydraulic pressure of liquid, further increases the reliability of seal groove, and guiding gutter is located at the bottom for only starching water diversion part, and horizontal absolute altitude is low
In the lower surface of flange plate, therefore slurries in concrete will not flow to the lower surface of flange plate under gravity, therefore
The slurries spilt when wet joint concrete is poured are efficiently solved to form variously-shaped pattern in flange plate lower surface and influence
The problem of bridge appearance quality.
Only the filtration fraction of slurry water diversion part setting metal filter screen plays the effect of prefiltration to the slurries in concrete,
Effectively prevent concrete slurry to block the situation of guiding gutter, be not only simple in structure and later stage working service cost is relatively low.
Claims (9)
1. the wet seam of bridge stops sizing device, including bed die (8), cushion block (4), hangs bar (3), nut (6), pull bar (2) and sleeve pipe
(7), it is characterised in that：Also include only slurry water diversion part (5), only slurry water diversion part (5) upper surface and bridge flange plate (1)
Bottom plane-plane contact, only slurry water diversion part (5) bottom surface and bed die (8) upper table plane-plane contact, the cushion block (4) and bridge
Flange plate (1) upper table plane-plane contact, the cushion block (4) is provided with hole A with bar (3) bottom plane-plane contact, the bed die (8) is hung
(10), hang bar (3) and be provided with hole B (11) corresponding with the hole A (10), the pull bar (2) is arranged on sleeve pipe (7) inside, institute
Pull bar (2) is stated to be threadedly coupled with nut (6) afterwards through hole A (10) and hole B (11).
2. the wet seam of bridge according to claim 1 stops sizing device, it is characterised in that：Only slurry water diversion part (5) top
Portion is additionally provided with seal groove (51), and seal groove (51) is embedded with rubber.
3. the wet seam of bridge according to claim 2 stops sizing device, it is characterised in that：Seal groove (51) quantity is 3
It is individual.
4. the wet seam of bridge according to claim 2 stops sizing device, it is characterised in that：Seal groove (51) groove width is
3mm。
5. the wet seam of bridge according to any one of Claims 1-4 stops sizing device, it is characterised in that：The only slurry water conservancy diversion
Partly (5) are additionally provided with guiding gutter (53).
6. the wet seam of bridge according to claim 5 stops sizing device, it is characterised in that：Guiding gutter (53) quantity is at least
It is 1.
7. the wet seam of bridge according to claim 5 stops sizing device, it is characterised in that：Guiding gutter (53) groove width is 2-
10mm。
8. the wet seam of bridge according to claim 5 stops sizing device, it is characterised in that：It is additionally provided with the guiding gutter (53)
Filtration fraction (52).
9. the wet seam of bridge according to claim 8 stops sizing device, it is characterised in that：The filtration fraction (52) is metal
Gauze.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621148967.5U CN206256372U (en) | 2016-10-29 | 2016-10-29 | The wet seam of bridge stops sizing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621148967.5U CN206256372U (en) | 2016-10-29 | 2016-10-29 | The wet seam of bridge stops sizing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206256372U true CN206256372U (en) | 2017-06-16 |
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ID=59024034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621148967.5U Active CN206256372U (en) | 2016-10-29 | 2016-10-29 | The wet seam of bridge stops sizing device |
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| CN (1) | CN206256372U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660934A (en) * | 2018-05-22 | 2018-10-16 | 江苏省交通工程集团有限公司 | A kind of toughened internal stress seam stops sizing device and its construction method |
-
2016
- 2016-10-29 CN CN201621148967.5U patent/CN206256372U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660934A (en) * | 2018-05-22 | 2018-10-16 | 江苏省交通工程集团有限公司 | A kind of toughened internal stress seam stops sizing device and its construction method |
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| GR01 | Patent grant |