CN2860791Y - Combined mould for facture concrete component in lab - Google Patents
Combined mould for facture concrete component in lab Download PDFInfo
- Publication number
- CN2860791Y CN2860791Y CN 200520140663 CN200520140663U CN2860791Y CN 2860791 Y CN2860791 Y CN 2860791Y CN 200520140663 CN200520140663 CN 200520140663 CN 200520140663 U CN200520140663 U CN 200520140663U CN 2860791 Y CN2860791 Y CN 2860791Y
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- CN
- China
- Prior art keywords
- concrete component
- side form
- formwork
- die
- laboratory
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- 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 - Fee Related
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- 239000004567 concrete Substances 0.000 title claims abstract description 28
- 238000003825 pressing Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000009415 formwork Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 230000007812 deficiency Effects 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
A combination die for fabrication of concrete component in laboratory is most applicable for students (undergraduate student, master, and doctor) for the processing and fabrication of the concrete component. The utility model mainly comprises a bottom formwork, a side formwork, an end formwork, an ear plate and a side formwork pressing plate. Round holes are set at both ends of the bottom formwork to connect the side formwork and the end formwork in different sizes. Long round holes are set in the ear plate which is convenient for adjustment and connection with the end formwork. The die can not only conveniently combine into a plurality of sizes and be used repeatedly, but can also satisfy the requirement of precision in the laboratory as the side rigidity is larger than that of normal architecture die. For the students whose construction experience is not so much, the operation and use are convenient. The utility model has a wide practicability in the fabrication of concrete component in the laboratory.
Description
One, technical field
The utility model relates to the making of laboratory reinforced concrete member, is particularly useful for the making of the straight shape member of laboratory concrete (beam, post).
Two, background technology
In the making of laboratory concrete component (beam, post),, often need the higher member of manufactured size required precision for the needs of research work.Traditional way is to adopt plank sheathing when the ordinary steel template can not satisfy dimensional requirement.But the problem that this way causes has three: one, when the ordinary steel template connects its die body rigidity a little less than, when concrete curing, easily cause distortion, cause the scantling deviation bigger, influence experimental precision; The 2nd, plank sheathing is difficult to recycling after use, causes the timber resources waste, has particularly more strengthened experimental cost under the situation of current resource anxiety; The 3rd, for lacking the student of construction experience, the difficulty of formwork is bigger, is difficult to the quality that guarantees that concrete component is made.Therefore, in order to overcome the shortcoming of existing method, when the making in laboratory concrete component, be badly in need of to adopt a kind of simple in structure, easy construction, can reuse, the easy assembling die of the making in laboratory concrete component of combination, with the minimizing cost, the difficulty of reduction formwork, improve the precision of structure manufacture, reduce the deviation of scantling, accelerate structure manufacture speed, alleviate experimenter's labour intensity.
Three, summary of the invention
In view of the deficiency that prior art exists, the purpose of this utility model provides a kind of simple in structure, and the rigidity height is time saving and energy saving, makes experiment with concrete component assembling die easily.
The assembling die of the utility model making in laboratory concrete component, it is spliced and combined and is formed by channel-section steel bed die, side form, end mould, otic placode, side form pressing plate; The bed die both sides are provided with fixedly side form and the otic placode of holding mould, and otic placode is provided with and side form and the fixing screw of end mould, and side form can utilize the side form pressing plate of different in width to fix on width.
The assembling die of the utility model making in laboratory concrete component, the otic placode and the bed die that are located at channel-section steel bed die both sides weld together; Described otic placode is provided with the slotted hole that can regulate both direction position bolt; Described end mould is a rectangle, which is provided with the positioning screw hole of adjustable side mould position; Described side form is provided with the side form pressing plate of fixing its different in width on width.
The assembling die of the utility model making in laboratory concrete component is best suited for laboratory concrete component (beam, post) and makes.Adopt the side form of different length, with different positioning screw hole splicings on the end mould, the height that the control concrete is built in mould, just can easily be combined into the mould of required size, finish the making of required size concrete component, and reach the laboratory required precision, thereby satisfy the student at breadboard experiment needs.It is simple in structure, and rigidity is big, and is time saving and energy saving, and it is very convenient with concrete component to make experiment, and for the student of construction experience deficiency, it manipulates also more convenient, is the good assistant of making in laboratory concrete component.
Four, description of drawings
Fig. 1 is a structure chart of the present utility model.
Fig. 2 is the A-A view of Fig. 1.
Among the figure: 1. bed die, 2. side form, 3. end mould, 4. otic placode, 5. side form pressing plate, 6. concrete component
Five, the specific embodiment
Below in conjunction with accompanying drawing an embodiment of the present utility model is further described:
The assembling die of the utility model making in laboratory concrete component, it is made up of channel-section steel bed die 1, side form 2, end mould 3, otic placode 4, side form pressing plate 5; Bed die 1 both sides are welded with the otic placode 4 of fixing side form 2 and end mould 3, and otic placode 4 is provided with the slotted hole that can regulate length direction position bolt, are convenient to bed die 1 with side form 2 with hold being connected of mould 3.Side form 2 can adopt channel-section steel, also can adopt general steel plate to be welded.End mould 3 is a rectangle, is located at the notch two ends that bed die 1 and side form 2 are surrounded, and which is provided with four kinds of position corresponding apertures, and the hole of various combination is connected, fixes with side form 2, can reach the purpose that changes die width.Beam with a long 2700mm, wide 100mm, high 200mm is an example: the bed die 1 of selecting appropriate length earlier, use tape measure to determine between the lane place of two ends mould 3, with an end end mould 3 fixing after, select for use length to form side form 2 jointly according to member length for 1200m and 1500mm side template, at last other end mould 3 and side form 2, bed die 1 are fixed, selected for use the inside two row's bolts hole when being connected with end mould 3.Adjust and also to check size, all bolts can be tightened after errorless and carry out steel bar arrangement and concreting, finish the making of concrete component 6, the height of concreting should be controlled according to designing requirement.
Claims (5)
1. the assembling die of a making in laboratory concrete component is characterized in that: it is spliced and combined and is formed by channel-section steel bed die (1), side form (2), end mould (3), otic placode (4), side form pressing plate (5); Bed die (1) both sides are provided with the otic placode (4) of fixing side form (2) and end mould (3), and otic placode (4) is provided with and side form (2) and the fixing screw of end mould (3), and side form (2) can utilize the side form pressing plate (5) of different in width to fix on width.
2. the assembling die of making in laboratory concrete component according to claim 1 is characterized in that: the otic placode (4) that is located at channel-section steel bed die (1) both sides welds together with bed die (1).
3. the assembling die of making in laboratory concrete component according to claim 1 is characterized in that: described otic placode (4) is provided with the slotted hole that can regulate both direction position bolt.
4. the assembling die of making in laboratory concrete component according to claim 1 is characterized in that: described end mould (3) is a rectangle, which is provided with the positioning screw hole of adjustable side mould (2) position.
5. the assembling die of making in laboratory concrete component according to claim 1 is characterized in that: described side form (2) is provided with the side form pressing plate (5) of fixing its different in width on width.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520140663 CN2860791Y (en) | 2005-12-31 | 2005-12-31 | Combined mould for facture concrete component in lab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520140663 CN2860791Y (en) | 2005-12-31 | 2005-12-31 | Combined mould for facture concrete component in lab |
Publications (1)
Publication Number | Publication Date |
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CN2860791Y true CN2860791Y (en) | 2007-01-24 |
Family
ID=37658419
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 200520140663 Expired - Fee Related CN2860791Y (en) | 2005-12-31 | 2005-12-31 | Combined mould for facture concrete component in lab |
Country Status (1)
Country | Link |
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CN (1) | CN2860791Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103057156A (en) * | 2013-01-24 | 2013-04-24 | 烟台大学 | Large die sectioning structure |
CN103616272A (en) * | 2013-11-26 | 2014-03-05 | 中国矿业大学(北京) | Mold and method for manufacturing intermittent-fissure rock mass simulating test piece |
CN110043788A (en) * | 2019-05-05 | 2019-07-23 | 浙江海迈材料科技有限公司 | A kind of building support Two bors d's oeuveres channel steel |
-
2005
- 2005-12-31 CN CN 200520140663 patent/CN2860791Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103057156A (en) * | 2013-01-24 | 2013-04-24 | 烟台大学 | Large die sectioning structure |
CN103616272A (en) * | 2013-11-26 | 2014-03-05 | 中国矿业大学(北京) | Mold and method for manufacturing intermittent-fissure rock mass simulating test piece |
CN103616272B (en) * | 2013-11-26 | 2016-02-24 | 中国矿业大学(北京) | The making mould of intermittent joints rock simulation test specimen and method |
CN110043788A (en) * | 2019-05-05 | 2019-07-23 | 浙江海迈材料科技有限公司 | A kind of building support Two bors d's oeuveres channel steel |
CN110043788B (en) * | 2019-05-05 | 2024-02-27 | 浙江海迈材料科技股份有限公司 | Double-spliced groove steel for building support |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |