CN209260741U - Combined sink box core model - Google Patents
Combined sink box core model Download PDFInfo
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- CN209260741U CN209260741U CN201821899983.7U CN201821899983U CN209260741U CN 209260741 U CN209260741 U CN 209260741U CN 201821899983 U CN201821899983 U CN 201821899983U CN 209260741 U CN209260741 U CN 209260741U
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Abstract
The utility model relates to the realm of building construction, specially a kind of combined type core die structure exempted from cutting and be applicable in different storehouse lattice sizes.It is proposed a kind of Combined sink box core model, rectangular-shape structure made of being enclosed as multiple standards template spelling group, the standard form includes the different standard connection template and profiled template of standard corner formwork, sizes specification, each corner of core model is arranged in the standard corner formwork, and the profiled template and each standard connection template are sequentially connected end to end in turn and are set between standard corner formwork.The utility model changes the mode that traditional steel form restructuring is constructed using electrogas welding as Combined formwork structure.Its standardization is easy to make, and using simplicity, template restructuring efficiency can be improved, and Combined formwork structure versatility, being used in turn property are strong, can save a large amount of costs of labor and time cost.
Description
Technical field
The utility model relates to the realm of building construction, specially a kind of combined type core exempted from cutting and be applicable in different storehouse lattice sizes
Mode structure.
Background technique
Conventional core mold structure is integral forming sheet steel form, and restructuring is that different size core models need to be to the core model when using
Carry out that gas welding cutting, blanking spelling, welding is at new model template again.Conventional core model poor universality and restructuring low efficiency, construction
Complexity, template cutting loss ratio is also higher, therefore conventional mould restructuring needs to put into great deal of steel and personnel, and second institutional reform cost is thrown
Enter higher.
Utility model content
In order to solve the above problem, the utility model provide one kind exempt from cutting, it is versatile, can improve template restructuring construction effect
Rate reduces the combined type core die structure of cost input.
The utility model technical solution used for the above purpose is: a kind of Combined sink box core model is proposed,
It is rectangular-shape structure made of being enclosed as multiple standards template spelling group, the standard form includes standard corner formwork, a variety of
Each corner of core model, institute is arranged in the different standard connection template of dimensions and profiled template, the standard corner formwork
It states profiled template and each standard connection template is sequentially connected end to end in turn and is set between standard corner formwork.
It is connected by screw bolts between the standard form being disposed adjacent, spiral is used between the standard form being arranged oppositely
Adjusting rod is to connection is drawn, and the adjustable diameter and screw adjusting bar is along core model short transverse arranged for interval.
The standard corner formwork is made of corner panel, cross rib and truss, and the equidistant lateral arrangement of the cross rib is simultaneously welded
It connects in the corner panel, along being equidistantly vertically arranged and be welded with truss on the cross rib.
The corner panel is made using the steel plate of 6mm thickness, and side length is not more than 600mm, and the cross rib uses No. 8
Channel steel, the truss are made of channel steel.
The standard connection template includes the first standard connection template, the second standard connection template and third standard connection mould
Plate.
The standard connection template is made of panel, cross rib and truss, and the equidistant lateral arrangement of the cross rib is simultaneously welded on
On the panel, equidistantly it is vertically arranged on the cross rib and is welded with truss.
The panel is made using the steel plate of 6mm thickness, and the cross rib uses No. 8 channel steels, and the truss uses channel steel
It is made.
The length of the first standard connection template is 1800mm, and the length of the second standard connection template is 600mm,
The length of the third standard connection template is 300mm.
The profiled template is made of panel and cross rib, and the equidistant lateral arrangement of the cross rib is simultaneously welded on the panel
On, the panel is made using the steel plate of 6mm thickness, and the cross rib uses No. 8 channel steels.
The length of the profiled template is 150mm-300mm.
The utility model proposes combined type core die structure, be applicable to various storehouse lattice sizes, pass through replacement standard form
Quantity and special-shaped specification template adjust various core mold structure sizes, by being bolted fixation between standard form, pass through spiral
Adjusting rod by the integral structure of template spelling carry out using.The utility model changes traditional steel as Combined formwork structure
The mode that template restructuring is constructed using electrogas welding.Its standardization is easy to make, and using simplicity, template restructuring efficiency can be improved, and
And Combined formwork structure versatility, being used in turn property are strong, can save a large amount of costs of labor and time cost.
Detailed description of the invention
Fig. 1 is the planar structure schematic diagram of the utility model；
Fig. 2 is the schematic view of facade structure of the utility model；
Fig. 3 is the 1-1 diagrammatic cross-section in Fig. 1；
Fig. 4 is the planar structure schematic diagram of standard corner formwork；
Fig. 5 is the planar structure schematic diagram of the first standard connection template；
Fig. 6 is the planar structure schematic diagram of the second standard connection template；
Fig. 7 is the planar structure schematic diagram of third standard connection template；
Fig. 8 is the planar structure schematic diagram of profiled template；
In figure: 1- standard corner formwork, 2- the first standard connection template, 3- the second standard connection template, 4- third standard
Connect template, 5- profiled template, 6- panel, 7- cross rib, 8- truss, 9- adjustable diameter and screw adjusting bar.
Specific embodiment
The present invention will be further described with reference to the accompanying drawing, but the utility model is not limited to specific embodiment.
Embodiment 1
A kind of Combined sink box core model as shown in Figure 1 is rectangular-shape made of being enclosed as multiple standards template spelling group
Structure, standard form include the different standard connection templates and profiled template of standard corner formwork 1, sizes specification, standard
Each corner of core model is arranged in corner formwork, and profiled template 5 and each standard connection template head and the tail successively connect, and are set to core
Between each corner of mould.It is connected by screw bolts between the standard form being disposed adjacent, φ is used between the standard form being arranged oppositely
16mm adjustable diameter and screw adjusting bar is to connection is drawn, and institute's adjustable diameter and screw adjusting bar is along core model short transverse arranged for interval, spacing 200mm.By more
Change standard connection template number and the adjustable various core mold structure sizes of abnormal formwork.
Wherein, standard corner formwork is made of panel 6, cross rib 7 and truss 8, and the equidistant lateral arrangement of cross rib 7 is simultaneously welded on
On panel 6, panel 6 and cross rib 7 is made to form entirety, is vertically equally spaced simultaneously welded truss 8 in cross rib 7, ultimately forms standard
Corner formwork structure.Wherein, panel is made using the steel plate of 6mm thickness, and side length is not more than 600mm, and the cross rib uses 8
Number channel steel, truss are made of channel steel, and welding is all made of between steel plate and channel steel, channel steel truss, and Size of welds is not less than 6mm.
Standard connection template includes the first standard connection template 2, the second standard connection template 3 and third standard connection template
4.The length of first standard connection template is 1800mm, and the length of the second standard connection template is 600mm, third standard connection mould
The length of plate is 300mm.All connection standard forms are made of panel 6, cross rib 7 and truss 8, and cross rib 7 is equidistant laterally
It arranges and is welded on panel 6, panel 6 and cross rib 7 is made to form entirety, be vertically equally spaced simultaneously welded truss 8 in cross rib 7,
Ultimately form standard connection formwork structure.Wherein, panel is made using the steel plate of 6mm thickness, and cross rib uses No. 8 channel steels, purlin
Frame is made of channel steel, and welding is all made of between steel plate and channel steel, channel steel truss, and Size of welds is not less than 6mm.
Profiled template 5 is made of panel 6 and cross rib 7, and cross rib 7 is equally spaced and is welded on the panel 5, wherein
Panel is made using the steel plate of 6mm thickness, and cross rib uses No. 8 channel steels, and welding, Size of welds are all made of between steel plate and channel steel
Not less than 6mm.The length of profiled template is 150mm-300mm.
The caisson core model of the utility model is formed using standard form and special-shaped mould spelling, passes through adjustable diameter and screw adjusting inside core model
The integral structure of spelling, core model top are arranged suspension centre structure, facilitate subsequent lifting construction.
Claims (10)
1. Combined sink box core model, it is characterised in that: rectangular-shape structure made of being enclosed as multiple standards template spelling group, it is described
Standard form includes the different standard connection template and profiled template of standard corner formwork, sizes specification, and the standard turns
Each corner of core model is arranged in Angle formwork, and the profiled template and each standard connection template are sequentially connected end to end in turn and are set to mark
Between quasi- corner formwork.
2. Combined sink box core model according to claim 1, it is characterised in that: between the standard form being disposed adjacent
It is connected by screw bolts, using adjustable diameter and screw adjusting bar to connection is drawn between the standard form being arranged oppositely, the adjustable diameter and screw adjusting bar is along core
Mould short transverse arranged for interval.
3. Combined sink box core model according to claim 1, it is characterised in that: the standard corner formwork is by corner plane
Plate, cross rib and truss composition, the equidistant lateral arrangement of the cross rib is simultaneously welded in the corner panel, between equal on the cross rib
Away from being vertically arranged and be welded with truss.
4. Combined sink box core model according to claim 3, it is characterised in that: the corner panel uses the steel of 6mm thickness
Plate is made, and side length is not more than 600mm, and the cross rib uses No. 8 channel steels, and the truss is made of channel steel.
5. Combined sink box core model according to claim 1, it is characterised in that: the standard connection template includes the first mark
Quasi- connection template, the second standard connection template and third standard connection template.
6. Combined sink box core model according to claim 5, it is characterised in that: the standard connection template is by panel, cross
Rib and truss composition, the equidistant lateral arrangement of the cross rib are simultaneously welded on the panel, equidistant vertical cloth on the cross rib
It sets and is welded with truss.
7. Combined sink box core model according to claim 6, it is characterised in that: the panel uses the steel plate system of 6mm thickness
It forms, the cross rib uses No. 8 channel steels, and the truss is made of channel steel.
8. according to any Combined sink box core model of claim 5-7, it is characterised in that: the first standard connection template
Length be 1800mm, the length of the second standard connection template is 600mm, and the length of the third standard connection template is
300mm。
9. Combined sink box core model according to claim 1, it is characterised in that: the profiled template is by panel and cross rib group
At, the equidistant lateral arrangement of the cross rib is simultaneously welded on the panel, and the panel is made using the steel plate of 6mm thickness,
The cross rib uses No. 8 channel steels.
10. Combined sink box core model according to claim 9, it is characterised in that: the length of the profiled template is
150mm-300mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821899983.7U CN209260741U (en) | 2018-11-19 | 2018-11-19 | Combined sink box core model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821899983.7U CN209260741U (en) | 2018-11-19 | 2018-11-19 | Combined sink box core model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260741U true CN209260741U (en) | 2019-08-16 |
Family
ID=67555151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821899983.7U Active CN209260741U (en) | 2018-11-19 | 2018-11-19 | Combined sink box core model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260741U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113199605A (en) * | 2021-05-12 | 2021-08-03 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
-
2018
- 2018-11-19 CN CN201821899983.7U patent/CN209260741U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113199605A (en) * | 2021-05-12 | 2021-08-03 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
| CN113199605B (en) * | 2021-05-12 | 2022-05-10 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
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