CN205531303U - Steel form structure of bearing down on one - Google Patents
Steel form structure of bearing down on one Download PDFInfo
- Publication number
- CN205531303U CN205531303U CN201620338728.XU CN201620338728U CN205531303U CN 205531303 U CN205531303 U CN 205531303U CN 201620338728 U CN201620338728 U CN 201620338728U CN 205531303 U CN205531303 U CN 205531303U
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- CN
- China
- Prior art keywords
- side form
- bears down
- steel
- bears
- end mould
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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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Abstract
The utility model relates to a building construction equipment field discloses a steel form structure of bearing down on one, the upper portion end mould that bears down on one has been included, the end mould bears down on one in the lower part, the side form bears down on one on upper portion, the side form bears down on one in the lower part, the three -layer standard form, T layer board and downside template, design through configuration optimization, " recess " formula drip in traditional structure of bearing down on one has been changed, adopt upper portion side form and lower part side form combination formation " olecranon " formula drip that bears down on one that bears down on one, easy operation when such design steel form bears down on one form removal, can effectively improve work efficiency, and easily demolish, the finished product appearance is pleasing to the eye, traditional condition of bearing down on one structure form removal difficulty has been overcome.
Description
Technical field
This utility model relates to construction implement field, particularly a kind of steel form coping structure.
Background technology
Form work engineering is one of most important link in concrete construction, and Ye Shi unit in charge of construction must carry out the project of self-inspection.The expense of form work engineering is often beyond the expense of concrete, the even more than summation of concrete and rebar expense.The making of template and installation quality, directly influence reinforced concrete structure and the physical dimension of component and the intensity of structure, rigidity, but owing to it is not involved in main part assessment of project, after reinforced concrete structure and molding component, i.e. give the reasons such as dismounting, often ignored by engineering construction person.
Utility model content
The purpose of this utility model is to provide a kind of steel form coping structure, uses steel form to make, can recycle, and model sheetinstallat is simple to operate, can be effectively improved work efficiency, and be prone to remove, finished product good looking appearance.
For realizing above-mentioned technical purpose, reach above-mentioned technique effect, the utility model discloses a kind of steel form coping structure, include end mould, bottom bear down on one side form, bottom of end mould, top of bearing down on one of bearing down on one, top to bear down on one side form, three layers of standard form, T-shaped supporting plate and lower side template, side form is beared down on one in bottom and bears down on one in bottom, and end mould is arranged on three layers of standard form, side form is beared down on one on top and bears down on one in top, and end mould is arranged on T-shaped supporting plate, and downside template-setup bears down on one side form in top and bears down on one between side form in bottom.
Wherein, side form is beared down on one on top and bottom side form combination of bearing down on one forms " olecranon " formula drip.
Wherein, install sealing strip additional between three layers of standard form two groups to seal.
Preferably, also including ribbed stiffener, ribbed stiffener includes transverse stiffener and longitudinal stiffener, transverse stiffener and longitudinal stiffener and is arranged in a mutually vertical manner on three layers of standard form.
Preferably, the material of preparing of steel form coping structure includes carbon steel and the spheroidal graphite cast-iron of various label, carry out after being made for steel form antirust, zinc-plated, plating mould process.
This utility model has the advantages that
This utility model passes through Optimal Structure Designing, change " groove " the formula drip in tradition coping structure, use top to bear down on one side form and bottom side form combination of bearing down on one forms " olecranon " formula drip, such design steel form bear down on one form removal time simple to operate, work efficiency can be effectively improved, and it is prone to remove, finished product good looking appearance, overcomes the situation of tradition coping structure form removal difficulty.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model.
Fig. 2 is side view of the present utility model.
Fig. 3 be top of the present utility model bear down on one end mode structure schematic diagram.
Fig. 4 be bottom of the present utility model bear down on one end mode structure schematic diagram.
Fig. 5 is to bear down on one side form structural representation in top of the present utility model.
Fig. 6 is to bear down on one side form structural representation in bottom of the present utility model.
Fig. 7 is T-shaped support board structure schematic diagram of the present utility model.
Fig. 8 is downside of the present utility model formwork structure schematic diagram.
Primary clustering symbol description:
1: bear down on one end mould on top, 2: bear down on one end mould in bottom, 3: bear down on one side form on top, 4: bear down on one side form in bottom, 5: three layers of standard form, 6: T-shaped supporting plate, 7: lower side template.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, this utility model is further elaborated.
As shown in figures 1-8, the utility model discloses a kind of steel form coping structure, include end mould 1, bottom bear down on one side form 3, bottom of end mould 2, top of bearing down on one of bearing down on one, top and bear down on one 4, three layers of standard form 5 of side form, T-shaped supporting plate 6 and lower side template 7.
Structure designs:
Side form 4 is beared down on one in bottom and bears down on one in bottom, and end mould 2 is arranged on three layers of standard form 5, side form 3 is beared down on one on top and bears down on one in top, and end mould 1 is arranged on T-shaped supporting plate 6, lower side template 7 is arranged at top and bears down on one side form 3 and bottom is beared down on one between side form 4, side form 3 is beared down on one on top and bears down on one in bottom, and side form 4 combination forms " olecranon " formula drip, installs sealing strip additional and seal between 5 liang of groups of three layers of standard form.
Operation principle:
The application steel form coping structure, prepares material and includes carbon steel and the spheroidal graphite cast-iron of various label, carry out after being made for steel form antirust, zinc-plated, plating mould process, it is ensured that the Reusability of steel form and dismounting convenient storage.And change " groove " the formula drip in tradition coping structure, use top to bear down on one side form 3 and bottom side form 4 combination of bearing down on one forms " olecranon " formula drip, such design steel form bear down on one form removal time simple to operate, finished product good looking appearance, overcome the situation of tradition coping structure form removal difficulty, additionally, some transverse stiffeners and longitudinal stiffener can be set up on three layers of standard form 5, alleviate support loads, it is ensured that the normal use of template.
End mould 1 is beared down on one for offering slotted eye in the middle part of rectangular piece in top, end mould 2 is beared down on one for U-shaped workpiece in bottom, one end connects to have detains screw mandrel entirely, side form 3 is beared down on one for L-type workpiece in top, it is provided with bowhandle on workpiece is long-armed, " olecranon " type groove is offered on workpiece galianconism, bottom side form 4 structure of bearing down on one bears down on one to bottom that mould 2 is similar is all U-shaped workpiece for end, U-shaped bottom offers manhole, T-shaped supporting plate 6 is T-Type structure, is formed by riser is vertical with transverse slat, riser offers two groups of key-like through holes, lower side template 7 is strip workpiece, and centre is provided with trapezoid boss.
The above; it is only this utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; any those familiar with the art is in the technical scope that this utility model discloses; the change that can readily occur in or replacement, all should contain within protection domain of the present utility model.
Claims (5)
1. a steel form coping structure, it is characterized in that, include end mould, bottom bear down on one side form, bottom of end mould, top of bearing down on one of bearing down on one, top to bear down on one side form, three layers of standard form, T-shaped supporting plate and lower side template, side form is beared down on one in described bottom and bears down on one in bottom, and end mould is arranged on three layers of standard form, side form is beared down on one on described top and bears down on one in top, and end mould is arranged on T-shaped supporting plate, and described downside template-setup bears down on one side form in top and bears down on one between side form in bottom.
2. steel form coping structure as claimed in claim 1 a kind of, it is characterised in that: side form is beared down on one on described top and bears down on one in bottom, and side form combination forms " olecranon " formula drip.
3. a kind of steel form coping structure as claimed in claim 1 or 2, it is characterised in that: install sealing strip additional between described three layers of standard form two groups and seal.
4. a kind of steel form coping structure as claimed in claim 3, it is characterized in that: also include ribbed stiffener, described ribbed stiffener includes transverse stiffener and longitudinal stiffener, and described transverse stiffener and longitudinal stiffener are arranged in a mutually vertical manner on three layers of standard form.
5. a kind of steel form coping structure as claimed in claim 1, it is characterised in that: the material of preparing of described steel form coping structure includes carbon steel and the spheroidal graphite cast-iron of various label.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620338728.XU CN205531303U (en) | 2016-04-21 | 2016-04-21 | Steel form structure of bearing down on one |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620338728.XU CN205531303U (en) | 2016-04-21 | 2016-04-21 | Steel form structure of bearing down on one |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531303U true CN205531303U (en) | 2016-08-31 |
Family
ID=56795976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620338728.XU Expired - Fee Related CN205531303U (en) | 2016-04-21 | 2016-04-21 | Steel form structure of bearing down on one |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531303U (en) |
-
2016
- 2016-04-21 CN CN201620338728.XU patent/CN205531303U/en not_active Expired - Fee Related
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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: 20160831 Termination date: 20170421 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |