CN206840385U - A kind of prefab-form splicing frock of large volume tongue and groove box culvert - Google Patents
A kind of prefab-form splicing frock of large volume tongue and groove box culvert Download PDFInfo
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- CN206840385U CN206840385U CN201720681773.XU CN201720681773U CN206840385U CN 206840385 U CN206840385 U CN 206840385U CN 201720681773 U CN201720681773 U CN 201720681773U CN 206840385 U CN206840385 U CN 206840385U
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- box culvert
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Abstract
The utility model discloses a kind of prefab-form of large volume tongue and groove box culvert to splice frock, including bed die, side form, socket end mould, female end mould, bed die cover plate, core and core bracket；The core is arranged on side form, socket end mould, female end mould medial extremity, mainly includes a pair of symmetrically arranged top plates, a pair of top plate upper end junctions are hinged by some hinges, and lower end is provided with bed die cover plate；The core bracket is set through core, including is symmetricly set on the support frame of core outboard end for a pair, a pair of I-beams being erected on support frame and the space framework for being arranged on I-beam upper end.The utility model provides that a kind of box culvert is prefabricated to use mould, technological improvement mainly has been carried out to core and core bracket on traditional structure, core bracket both ends are directly anchored on ground, for supporting a pair of top plates, the fixed installation of top plate is also very convenient, fixed eventually through some connecting poles being fixed on core bracket, overall construction design is very reasonable.
Description
Technical field
A kind of box culvert prefabricated mould is the utility model is related to, more particularly to a kind of prefab-form of large volume tongue and groove box culvert
Splice frock.
Background technology
Prefabricated box culvert refers to the channel design being spliced with reinforced concrete box shaped tube coupling, is internally provided with reinforcing bar
Frame, then framework of steel reinforcement is fixed in mould, and blanking carries out concreting with vibrating into mould, after concrete final set
Remove mould and can be made into box culvert.Because box culvert includes medial extremity and outboard end, pour the mould used above all how
The each several part of mould is fixed, the template technique for fixing of outboard end is very ripe, and consolidates for the template of medial extremity
It is fixed, when supporting construction built on the sand, or when internal four side end face supporting constructions are integral, as long as a side supporting surface misplaces,
Other end faces will also result in dislocation, cause overall structure preparation precision low, therefore the utility model have developed a kind of tongue and groove box culvert
Prefab-form splicing frock, through retrieval, do not find and the same or analogous technical scheme of the utility model.
Utility model content
In order to overcome the above-mentioned deficiencies of the prior art, the utility model provides a kind of prefabricated molds of large volume tongue and groove box culvert
Plate splices frock, low to solve the problems, such as to support in the prior art built on the sand and prepare precision.
To reach above-mentioned purpose, technical scheme is used by the utility model solves its technical problem：
A kind of large volume tongue and groove box culvert prefab-form splicing frock, including bed die, side form, socket end mould, female end mould,
Bed die cover plate, core and core bracket；The bed die lower end, which is fixed, welds some I-beam A, and side be arranged in parallel a pair of side forms,
Socket end mould and female end mould are respectively arranged with parallel to the both ends side of side form；The core be arranged on side form, socket end mould,
Female end mould medial extremity, mainly including a pair of symmetrically arranged top plates, a pair of top plate upper end junctions are hinged by some hinges,
Lower end is provided with bed die cover plate, and the top plate medial extremity has some I-beam B set along core long axis direction；The core support
Frame is set through core, including a pair of the I-shapeds for being symmetricly set on the support frame of core outboard end for a pair, being erected on support frame
Crossbeam and the space framework for being arranged on I-beam upper end；The space framework lower end fixes some nestings and is arranged on I-beam
Upper end and the roller that can be slided along I-beam, some connecting poles, the connection of space framework side and upper end are hinged on lateral wall
The other end of the post away from space framework is hinged on I-beam B, and the connecting pole of space framework lower end is away from the another of space framework
End is hinged on bed die cover plate.
Further, the top plate is included in the upper plate and L-shaped lower roof plate for being inverted L-type, and the upper plate is with
The coincidence face of top plate is oblique, and the height of outboard end is higher than the height of medial extremity.
Further, the upper plate medial extremity vertex is fixed with the reinforcement being obliquely installed.
Due to the utilization of above-mentioned technical proposal, the utility model has following beneficial effect compared with prior art：
（1）The utility model provides that a kind of box culvert is prefabricated to use mould, mainly to core and core support on traditional structure
Frame has carried out technological improvement, and core bracket both ends are directly anchored on ground, for supporting a pair of top plates, the fixed installation of top plate
Also it is very convenient, fixed eventually through some connecting poles being fixed on core bracket, overall construction design is very reasonable.
（2）Top plate includes
Skewed, the height of outboard end is higher than the height of medial extremity, sets up upper plate and lower roof plate more convenient place in the structure separately and pacifies
Dress, the end face being obliquely installed also more facilitates the splicing of upper plate and lower roof plate.
（3）Upper plate medial extremity vertex is fixed with the reinforcement being obliquely installed, and the steadiness of structure is effectively ensured.
Brief description of the drawings
Fig. 1 is the front view of structure described in the utility model.
Fig. 2 is the side view of partial structurtes described in the utility model.
Fig. 3 is the structural representation of core bracket described in the utility model.
Fig. 4 is the structural representation of the prefabricated box culvert of structure described in the utility model.
1, bed die in figure, 2, I-beam A, 3, side form, 4, socket end mould, 5, female end mould, 6, upper plate, 7, lower roof plate,
8th, I-beam B, 9, connecting pole, 10, bed die cover plate, 11, support frame, 12, I-beam, 13, space framework, 14, reinforcement,
15th, roller, 16, box culvert framework of steel reinforcement.
Embodiment
With reference to specific embodiment, content of the present utility model is described in further detail：
As Figure 1-4, the prefab-form splicing frock of a kind of large volume tongue and groove box culvert, including bed die 1, side form 3, socket
Hold mould 4, female end mould 5, bed die cover plate 10, core and core bracket；Wherein the lower end of bed die 1, which is fixed, welds some I-beam A2,
Side is be arranged in parallel a pair of side forms 3, and socket end mould 4 and female end mould 5 are respectively arranged with parallel to the both ends side of side form 3；Core
Mould is arranged on side form 3, socket end mould 4, the medial extremity of female end mould 5, mainly includes a pair of symmetrically arranged top plates, is filled for convenient
The handling installation put, the top plate are included in the upper plate 6 and L-shaped lower roof plate 7 for being inverted L-type, upper plate 6 and lower roof plate 7
Coincidence face is oblique, and the height of outboard end is higher than the height of medial extremity, facilitates the splicing of upper plate 6 and upper plate 7, on a pair
The upper end junction of top plate 6 is hinged by some hinges, and the medial extremity vertex of upper plate 6 is fixed with the reinforcement 14 being obliquely installed,
The steadiness of structure is effectively ensured；Bed die cover plate 10 is provided between a pair of lower ends of lower roof plate 7, the top plate medial extremity has some
The I-beam B8 set along core long axis direction；Core bracket is set through core, including is symmetricly set on for a pair on the outside of core
The support frame 11 at end, a pair of the I-beams 12 being erected on support frame 11 and the space framework for being arranged on the upper end of I-beam 12
13；The lower end of space framework 13 fixes some nestings and is arranged on the upper end of I-beam 12 and the roller 15 that can be slided along I-beam,
Other end hinge of the connecting pole away from space framework 13 of some connecting poles 9, the side of space framework 13 and upper end is hinged on lateral wall
It is connected on I-beam B8, the other end of the connecting pole 9 away from space framework 13 of the lower end of space framework 13 is hinged on bed die cover plate 10
On.
When the utility model comes into operation, operating procedure is specific as follows：
（1）Bed die 1 is laid on level ground, and lifts baseplate reinforcing bar skeleton to bed die upper end, the Bottom Board Steel muscles and bones
The upward bending in the side of frame two is in vertical shape；
（2）Core bracket is erected to the baseplate reinforcing bar skeleton upper end placed；
（3）A pair of lower roof plates 7 are placed on to the medial extremity bending part of baseplate reinforcing bar skeleton, and a pair of lower ends of lower roof plate 7
It is nested between face that bed die cover plate 10 is set, and be connected by connecting pole 9；
（4）A pair of upper plates 6 are hoisted to core bracket upper end, and are connected by connecting pole 9, make upper plate 6 with
The inclined end face fitting of lower roof plate 7；
（5）Handling two panels sidewall paneling framework of steel reinforcement and a piece of roof steel bar skeleton, it is set to form one with baseplate reinforcing bar skeleton
Individual complete box culvert framework of steel reinforcement 16；
（6）Side form 3, socket end mould 4, female end mould 5 is fixedly mounted, that is, completes the splicing of whole box culvert prefab-form,
It can carry out pouring processing afterwards, box culvert structure as shown in Figure 4 is formd after the completion of pouring.
For above-described embodiment only to illustrate technical concepts and features of the present utility model, its object is to allow be familiar with technique
Personage can understand content of the present utility model and be carried out, the scope of protection of the utility model can not be limited with this,
All equivalent change or modifications made according to the utility model Spirit Essence, should all cover in the scope of protection of the utility model
It is interior.
Claims (3)
- A kind of 1. prefab-form splicing frock of large volume tongue and groove box culvert, it is characterised in that：Including bed die, side form, socket end mould, Female end mould, bed die cover plate, core and core bracket；The bed die lower end, which is fixed, welds some I-beam A, and side be arranged in parallel A pair of side forms, socket end mould and female end mould are respectively arranged with parallel to the both ends side of side form；The core be arranged on side form, Socket end mould, female end mould medial extremity, mainly include a pair of symmetrically arranged top plates, a pair of top plate upper ends junction passes through some Hinge is hinged, and lower end is provided with bed die cover plate, and the top plate medial extremity has some I-beam B set along core long axis direction； The core bracket is set through core, including is symmetricly set on the support frame of core outboard end for a pair, is erected on support frame A pair of I-beams and be arranged on the space framework of I-beam upper end；Some nested settings are fixed in the space framework lower end In I-beam upper end and the roller that can be slided along I-beam, be hinged some connecting poles on lateral wall, space framework side and The other end of the connecting pole of upper end away from space framework is hinged on I-beam B, and the connecting pole of space framework lower end is away from three-dimensional The other end of framework is hinged on bed die cover plate.
- A kind of 2. prefab-form splicing frock of large volume tongue and groove box culvert according to claim 1, it is characterised in that：It is described Top plate is included in the upper plate and L-shaped lower roof plate for being inverted L-type, and the coincidence face of the upper plate and lower roof plate is oblique, The height of outboard end is higher than the height of medial extremity.
- A kind of 3. prefab-form splicing frock of large volume tongue and groove box culvert according to claim 2, it is characterised in that：It is described Upper plate medial extremity vertex is fixed with the reinforcement being obliquely installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720681773.XU CN206840385U (en) | 2017-06-13 | 2017-06-13 | A kind of prefab-form splicing frock of large volume tongue and groove box culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720681773.XU CN206840385U (en) | 2017-06-13 | 2017-06-13 | A kind of prefab-form splicing frock of large volume tongue and groove box culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206840385U true CN206840385U (en) | 2018-01-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720681773.XU Active CN206840385U (en) | 2017-06-13 | 2017-06-13 | A kind of prefab-form splicing frock of large volume tongue and groove box culvert |
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| Country | Link |
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| CN (1) | CN206840385U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110421687A (en) * | 2019-08-05 | 2019-11-08 | 内蒙古路桥集团有限责任公司 | A kind of construction method of the hydraulic box culvert template of assembled and its prefabricated assembled box culvert |
| CN113547613A (en) * | 2021-07-28 | 2021-10-26 | 江苏华伟佳建材科技有限公司 | Inner groove plate of plate making machine and assembling and using methods thereof |
-
2017
- 2017-06-13 CN CN201720681773.XU patent/CN206840385U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110421687A (en) * | 2019-08-05 | 2019-11-08 | 内蒙古路桥集团有限责任公司 | A kind of construction method of the hydraulic box culvert template of assembled and its prefabricated assembled box culvert |
| CN113547613A (en) * | 2021-07-28 | 2021-10-26 | 江苏华伟佳建材科技有限公司 | Inner groove plate of plate making machine and assembling and using methods thereof |
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