CN202007385U - Connecting device for bottom die and side die of high pier coping construction template in highway - Google Patents
Connecting device for bottom die and side die of high pier coping construction template in highway Download PDFInfo
- Publication number
- CN202007385U CN202007385U CN 201120087429 CN201120087429U CN202007385U CN 202007385 U CN202007385 U CN 202007385U CN 201120087429 CN201120087429 CN 201120087429 CN 201120087429 U CN201120087429 U CN 201120087429U CN 202007385 U CN202007385 U CN 202007385U
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- bed die
- die
- angle steel
- side form
- high pier
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Abstract
The utility model discloses a connecting device for a bottom side and a side die of a high pier coping construction template in a highway and belongs to the technical field of bridge construction. The connecting device comprises the side die (1) and the bottom die (2) and is characterized in that the bottom die (2) is provided with an extending end on the outer side of the side die (1); connecting mechanisms are arranged on the lower side of the extending end of the bottom die (2) and on the lower edge of the outer side of the side die (1); each connecting mechanism comprises angle steel I (3), angle steel II (5) and a rubber sponge cushion (4), wherein the angle steel I (3) is arranged on the lower side of the extending end of the bottom die (2) and is fixedly connected with the bottom die (2); the angle steel II (5) is arranged on the lower edge outside the side die (1) and is fixedly connected with the side die (1); the rubber sponge cushion (4) is arranged between the upper surface at the extending end of the bottom die (2) and the angle steel II (5); and the side die (1), the rubber sponge cushion (4) and the bottom die (2) are connected by bolts. The connecting device is simple in operation, convenient to dismantle, safe and reliable and is especially suitable for construction operations of high pier copings of highways.
Description
Technical field
The utility model relates to the high pier capping beam construction formwork of a kind of speedway linkage, and particularly a kind of bent cap construction formwork bottom side mould linkage belongs to technical field of bridge construction.
Background technology
It is whole large-scale punching block construction more widely that the high pier capping beam template construction of speedway is used, control bent cap physique amount has a key element, be that stencil design is made, in practice, the reasonability that has also confirmed stencil design fully is that compactness and the easy operating that bed die is connected with side form is vital.Traditional bent cap template construction bed die and side form generally are to adopt " at the bottom of the side bag " bolt type of attachment, requirement of strength to connecting bolt is higher, and side form is easily slided by gravity effect, cement paste is overflowed from seam, the bent cap surface forms " voids and pits ", in high pier construction, easily produce " mould rises ", influence the construction quality of high pier capping beam, the installation of side form is wayward in high pier construction, cause when removing side form and need move horizontally side form, vertical lifting difficulty is bigger, has increased the difficulty that side form is installed and removed.
Summary of the invention
The utility model provides a kind of easy construction in order to remedy the deficiencies in the prior art, guarantees the bent cap quality, and safety is higher, and the dismounting cycle is short, the high pier capping beam construction formwork of the speedway that cost is low linkage.
The utility model is achieved by the following technical solution: it comprises side form and bed die, its special character is: described bed die has elongated end in the side form outside, downside and side form outside lower edge at the bed die elongated end are provided with bindiny mechanism, described bindiny mechanism comprises the angle steel I that is arranged on bed die elongated end downside and fixedlys connected with bed die, be arranged on the side form outside lower limb and the angle steel II of fixedlying connected with side form and be arranged on bed die elongated end upper surface and angle steel II between rubber spongy cushion, described side form, rubber spongy cushion and bed die are connected by screw rod.
The utility model has broken through traditional bent cap template construction bed die and side form adopts " at the bottom of the side bag " bolted form, but adopts the syndeton of " end bag side ".Side form and bed die connect by the bindiny mechanism that is arranged on the template outside, and guarantee sealing between bed die and the side form by being arranged on rubber spongy cushion in the bindiny mechanism, thereby guarantee not take place spillage.After engineering is finished the bolt of bindiny mechanism dismantled and get final product, can not damage side form and bed die.Its inner corner face of angle steel I that is arranged on bed die elongated end downside in the utility model can be connected with stiffener, can guarantee the bonding strength of whole device.
Described angle steel I and bed die fixedly are welded to connect.Can strengthen base plate by angle steel like this and fix, make bed die not yielding, strengthen its rigidity, safe and reliable.
In order to guarantee to connect reliably, described side form, rubber spongy cushion and bed die are connected by stud.Connection by stud can guarantee fixedlying connected of side form, rubber spongy cushion and bed die, guarantees the sealing of bed die panel and side form panel and bent cap beam surface, guarantees the bent cap construction quality.
The beneficial effects of the utility model are: the utility model adopts the syndeton form of " end bag side " by bed die and side form, makes side form not be subject to gravity effect and slides, and can effectively guarantee the bent cap surface quality; By between bed die elongated end upper surface and angle steel II, rubber spongy cushion being set, can effectively guarantee the sealing between bed die and the side form, influence construction quality thereby be difficult for taking place spillage.And reliable syndeton can effectively guarantee the sealing of bed die panel and side form panel and bent cap beam surface, guarantees the bent cap construction quality.The syndeton form that the utility model adopted also has simple to operate, and it is convenient to remove, and maintenance is safe and reliable easily, and the advantage that economizes on resources or the like is very suitable for the high pier capping beam construction operation of speedway.
Description of drawings
Fig. 1 is the structural representation of the utility model specific embodiment;
Among the figure: 1, side form, 2, bed die, 3, angle steel I, 4, rubber spongy cushion, 5, angle steel II, 6, bolt.
The specific embodiment
Also in conjunction with the accompanying drawings the utility model is further described below by non-limiting embodiment:
As shown in drawings, the high pier capping beam construction formwork of a kind of speedway bottom side mould linkage, comprise side form 1 and bed die 2, described bed die 2 has elongated end in side form 1 outside, downside and side form 1 outside lower edge at bed die 2 elongated ends are provided with bindiny mechanism, and described bindiny mechanism comprises and is arranged on bed die 2 elongated end downsides and the angle steel I 3 of fixedlying connected with bed die 2, is arranged on side form 1 outside lower limb and the angle steel II 5 of fixedlying connected with side form 1, is arranged on the rubber spongy cushion 4 between bed die 2 elongated end upper surfaces and the angle steel II 5.Wherein, one of them right-angle side of angle steel I 3 and bed die 2 are by being welded together, and one of them right-angle side of angle steel II5 and side form 1 are by being welded together.Angle steel I 3, angle steel II 5, rubber spongy cushion 4 are provided with screw, and side form 1, rubber spongy cushion 4 and bed die 2 are fixedlyed connected by stud 6.
Claims (3)
1. the high pier capping beam construction formwork of speedway bottom side mould linkage, comprise side form (1) and bed die (2), it is characterized in that: described bed die (2) has elongated end in side form (1) outside, downside and side form (1) outside lower edge at bed die (2) elongated end are provided with bindiny mechanism, described bindiny mechanism comprises the angle steel I (3) that is arranged on bed die (2) elongated end downside and fixedlys connected with bed die (2), be arranged on side form (1) outside lower limb and the angle steel II (5) of fixedlying connected with side form (1) and be arranged on bed die (2) elongated end upper surface and angle steel II (5) between rubber spongy cushion (4), described side form (1), rubber spongy cushion (4) is connected by bolt with bed die (2).
2. the high pier capping beam construction formwork of speedway according to claim 1 bottom side mould linkage is characterized in that: described angle steel I (3) fixedly is welded to connect with bed die (2).
3. the high pier capping beam construction formwork of speedway according to claim 1 and 2 bottom side mould linkage, it is characterized in that: described side form (1), rubber spongy cushion (4) and bed die (2) are connected by stud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120087429 CN202007385U (en) | 2011-03-29 | 2011-03-29 | Connecting device for bottom die and side die of high pier coping construction template in highway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120087429 CN202007385U (en) | 2011-03-29 | 2011-03-29 | Connecting device for bottom die and side die of high pier coping construction template in highway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202007385U true CN202007385U (en) | 2011-10-12 |
Family
ID=44749040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120087429 Expired - Fee Related CN202007385U (en) | 2011-03-29 | 2011-03-29 | Connecting device for bottom die and side die of high pier coping construction template in highway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202007385U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105150361A (en) * | 2015-09-30 | 2015-12-16 | 长沙远大住宅工业集团有限公司 | Special mould with modeled-outline prefabricate floor and manufacturing method using mould |
| CN107605151A (en) * | 2017-10-18 | 2018-01-19 | 北京城建长城建筑装饰工程有限公司 | Wall body casting template |
| CN108035541A (en) * | 2017-12-25 | 2018-05-15 | 宁波二十冶建设有限公司 | A kind of staircase shaping template and construction method |
-
2011
- 2011-03-29 CN CN 201120087429 patent/CN202007385U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105150361A (en) * | 2015-09-30 | 2015-12-16 | 长沙远大住宅工业集团有限公司 | Special mould with modeled-outline prefabricate floor and manufacturing method using mould |
| CN107605151A (en) * | 2017-10-18 | 2018-01-19 | 北京城建长城建筑装饰工程有限公司 | Wall body casting template |
| CN107605151B (en) * | 2017-10-18 | 2019-09-24 | 北京城建长城建筑装饰工程有限公司 | Wall body casting template |
| CN108035541A (en) * | 2017-12-25 | 2018-05-15 | 宁波二十冶建设有限公司 | A kind of staircase shaping template and 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 |
Granted publication date: 20111012 Termination date: 20150329 |
|
| EXPY | Termination of patent right or utility model |