CN202595632U - Guardrail die plate - Google Patents
Guardrail die plate Download PDFInfo
- Publication number
- CN202595632U CN202595632U CN 201220255994 CN201220255994U CN202595632U CN 202595632 U CN202595632 U CN 202595632U CN 201220255994 CN201220255994 CN 201220255994 CN 201220255994 U CN201220255994 U CN 201220255994U CN 202595632 U CN202595632 U CN 202595632U
- Authority
- CN
- China
- Prior art keywords
- side form
- die
- guardrail
- side die
- slip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model discloses a guardrail die plate which can complement production thickness of a beam slab or an elevation error of a coping support padstone so that a guardrail is tidy and attractive. The guardrail die plate comprises an outer side die, an inner side die and an end die. The height difference of a bottom edge of the inner side die relative to a bottom edge of the end die is S. The inner side die is connected to a sliding side die which can vertically slide. The length of the sliding side die is the same as that of the inner side die. The width B of the sliding side die is larger than S. A pair of vertical sliding grooves is arranged on the inner side die or the sliding side die. The sliding side die is connected with the inner side die through a bolt or a fastening nut. The diameter of the bolt is matched with the width of each vertical sliding groove. The die plate can be adjusted according to practical conditions of the beam slab and the coping support padstone. The guardrail die plate brings convenience to die erection and ensures appearance and shape of the guardrail.
Description
Technical field
The utility model relates to the Bridge guardrail construction, and especially a kind of Bridge guardrail is built the mould of use.
Background technology
At present, in bridge construction, the anticollision barrier template generally adopts the typing punching block.But always there is certain construction error in absolute altitude control in thickness or the bent cap bearing pad stone work progress owing to beam slab is produced, and just causes anticollision barrier height and design size to differ bigger easily, causes difficult installation of template or appearance and size wayward, influences attractive in appearance.
The utility model content
Adopt the typing punching block to bring guardrail height to produce thickness or the fluctuating of bent cap bearing pad stone absolute altitude error in order to overcome existing guardrail template with beam slab; Influence deficiency attractive in appearance; The utility model technical problem to be solved provides a kind of beam slab that can remedy and produces thickness or bent cap bearing pad stone absolute altitude error, makes the guardrail template of guardrail neat appearance.
The utility model solves the technical scheme that its technical problem adopted: the guardrail template; Comprise outer side form, interior side form and end mould; There is difference in height S on the base of side form with respect to the base of end mould in said; Be connected with the slip side form of vertical slip on the interior side form, the length of slip side form is suitable with the length of interior side form, the width B＞S of slip side form.
Side form is provided with a pair of vertical chute in said, and the slip side form is connected with interior side form through bolt and hold-down nut, and the diameter of bolt and the width of said vertical chute are complementary.
Said slip side form is provided with a pair of and vertical runner position corresponding opening groove.
Said slip side form is provided with a pair of and vertical corresponding bolt hole of runner position.
Said slip side form is provided with the pair of openings groove, and interior side form is provided with bolt hole, and the slip side form is connected with interior side form through bolt and hold-down nut, and the diameter of bolt and the width of said open slot are complementary.
The beneficial effect of the utility model is: can both be convenient to formwork erection according to the actual conditions of beam slab, bent cap bearing pad stone adjustment template, and also can guarantee the outward appearance of guardrail and linear.
Description of drawings
Fig. 1 is the front view and the partial enlarged drawing thereof of the utility model.
Fig. 2 is the right view of Fig. 1.
Be labeled as among the figure, the outer side form of 1-, 2-holds mould, side form in the 3-, 4-slip side form, 5-beam body frange plate, 6-bolt, 7-hold-down nut, the vertical chute of 30-, 31-template ribs, 40-chute, 41-bolt hole.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further specified.
Like Fig. 1, shown in Figure 2; The guardrail template of the utility model comprises outer side form 1, interior side form 3 and end mould 2, compares with existing template, and the utility model is raised the base of interior side form 3; There is difference in height S on the base of side form 3 with respect to the base of end mould 2 in making; And on interior side form 3, be connected with can be with respect to the interior side form 3 vertical slip side forms 4 that slide and can behind the location, fix, and the length of the length of slip side form 4 and interior side form 3 is suitable, the width B＞S of slip side form 4.Its base is concordant with the base of end mould 2 when keeping slip side form 4 fixedly usually; But, when the guardrail actual height is greater than design height under this state, make the guardrail actual height reach design height with moving on the slip side form 4 according to beam body and bent cap bearing pad stone condition of construction; When the guardrail actual height is less than design height under this state; Slip side form 4 moved down make the guardrail actual height reach design height, both be convenient to formwork erection, also can guarantee the outward appearance of guardrail and linear.
As shown in Figure 1; For realizing that slip side form 4 is connected with the adjustment of interior side form 3; Can be that interior side form 3 is provided with a pair of vertical chute 30, slip side form 4 be connected with interior side form 3 through bolt 6 and hold-down nut 7, and the width of the diameter of bolt 6 and said vertical chute 30 is complementary.
At this moment; Can be on slip side form 4, also to be provided with a pair of and vertical chute 30 position corresponding opening grooves 40; Or slip side form 4 is provided with the corresponding bolt hole 41 in a pair of and vertical chute 30 positions, and concrete size etc. are then definite according to the adjustment discrepancy in elevation scope that needs.Unclamp hold-down nut 7, can adjust slip side form 4, capable more fastening getting final product after adjusting to the right place.
Certainly, also can be on interior side form 3, bolt hole to be set and chute is set on slip side form 4, be aided with bolt and hold-down nut, can realize aforesaid slip adjustment and fixing equally.
Common said difference in height S≤5cm can compensate beam body and bent cap bearing pad stone construction error.Formed guardrail bottom step, bolt head counterbore during for application slip side form 4 can be covered by follow-up bridge deck construction, can not influence the attractive in appearance and performance of guardrail.
Claims (6)
1. guardrail template; Comprise outer side form (1), interior side form (3) and end mould (2); It is characterized in that: there is difference in height S on the base of side form (3) with respect to the base of end mould (2) in said; Be connected with the slip side form (4) of vertical slip on the interior side form (3), the length of the length of slip side form (4) and interior side form (3) is suitable, the width B＞S of slip side form (4).
2. guardrail template as claimed in claim 1; It is characterized in that: side form (3) is provided with a pair of vertical chute (30) in said; Slip side form (4) is connected with interior side form (3) through bolt (6) and hold-down nut (7), and the width of the diameter of bolt (6) and said vertical chute (30) is complementary.
3. guardrail template as claimed in claim 2 is characterized in that: said slip side form (4) is provided with a pair of and vertical chute (30) position corresponding opening groove (40).
4. guardrail template as claimed in claim 2 is characterized in that: said slip side form (4) is provided with the corresponding bolt hole (41) in a pair of and vertical chute (30) position.
5. guardrail template as claimed in claim 1; It is characterized in that: said slip side form (4) is provided with pair of openings groove (40); Interior side form (3) is provided with bolt hole; Slip side form (4) is connected with interior side form (3) through bolt (6) and hold-down nut (7), and the width of the diameter of bolt (6) and said open slot (40) is complementary.
6. like the described guardrail template of any claim in the claim 1～5, it is characterized in that: said difference in height S≤5cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220255994 CN202595632U (en) | 2012-06-01 | 2012-06-01 | Guardrail die plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220255994 CN202595632U (en) | 2012-06-01 | 2012-06-01 | Guardrail die plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202595632U true CN202595632U (en) | 2012-12-12 |
Family
ID=47313183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220255994 Expired - Lifetime CN202595632U (en) | 2012-06-01 | 2012-06-01 | Guardrail die plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202595632U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379221A (en) * | 2017-09-12 | 2017-11-24 | 中建科技（北京）有限公司 | The side form that component goes out muscle installs device and its construction method |
| CN111452191A (en) * | 2020-04-09 | 2020-07-28 | 苏交科集团股份有限公司 | Concrete guardrail prefabricating and assembling device and construction method thereof |
-
2012
- 2012-06-01 CN CN 201220255994 patent/CN202595632U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379221A (en) * | 2017-09-12 | 2017-11-24 | 中建科技（北京）有限公司 | The side form that component goes out muscle installs device and its construction method |
| CN111452191A (en) * | 2020-04-09 | 2020-07-28 | 苏交科集团股份有限公司 | Concrete guardrail prefabricating and assembling device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121212 |