CN202347844U - Steel-wood combined mould for casting circular cup rim foundation for factory building column - Google Patents
Steel-wood combined mould for casting circular cup rim foundation for factory building column Download PDFInfo
- Publication number
- CN202347844U CN202347844U CN2011204637152U CN201120463715U CN202347844U CN 202347844 U CN202347844 U CN 202347844U CN 2011204637152 U CN2011204637152 U CN 2011204637152U CN 201120463715 U CN201120463715 U CN 201120463715U CN 202347844 U CN202347844 U CN 202347844U
- Authority
- CN
- China
- Prior art keywords
- steel
- factory building
- semi
- arc
- wood
- Prior art date
- 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
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a steel-wood combined mould for casting a circular cup rim foundation for a factory building column. The steel-wood mould comprises two steel moulding plates with half-cylindrical surfaces, a crossed batten support, and an arc-shaped stiffening bar reinforcements, wherein the steel moulding plates are symmetrically mounted through angle iron and bolts on two sides of the steel moulding plates respectively; the arc-shaped stiffening bar reinforcements are mounted on the inner walls of the steel moulding plates respectively; and the crossed batten support is mounted on the inner walls of the steel moulding plates. The steel-wood mould provided by the utility model has the advantages of simple structure, scientificity and reasonability in design, convenience in cycle use and low workload, effectively reduces the construction cost, improves the construction efficiency, and is a safe and reliable combined mould for casting the circular cup rim foundation for the factory building column.
Description
Technical field
The utility model belongs to mould applications, and the basis cast of especially a kind of factory building columns circle rim of a cup is with steel wood assembling die.
Background technology
Heavy Type Steel Structure factory building steel column in the industrial construction often adopts steel pipe or encased structures, and steel column and basis are connected to round rim of a cup form.Installing and removing of circle rim of a cup template is one important procedure in the patten construction.In construction in the past, circle rim of a cup template adopts wooden model usually, utilizes flitch to be processed into drum, connects with iron nail, and the surface is wrapped up in fiberboard sometimes.The wooden model integral installation is fixed, and carries out destructiveness after base concrete pours and removes.Each circle rim of a cup all need be made identical wooden model like this, is disposable use, and wood consumption is big, and production technique requires high; The amount of labour used is many, simultaneously, and in the middle of demolishing process; Owing to be destructive, base concrete also there be certain damage, and pull down not easy to clean of the broken end of timber.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art; Provide the basis cast of the round rim of a cup of a kind of factory building columns with steel wood assembling die, this mould structure is simple, design science reasonable, recycle convenience, and the amount of labour used is low; Effectively reduce construction cost, improved efficiency of construction.
The utility model solves its technical problem and realizes through following technical scheme:
The basis cast of a kind of factory building columns circle rim of a cup is with steel wood assembling die; It comprises two semi-cylindrical steel forms; The cross flitch supports and arc is put more energy into reinforcing bar; Two semi-cylindrical steel forms are installed through the angle steel and the bolt symmetry of its both sides respectively, and the arc reinforcing bar of putting more energy into is installed in the inwall of semi-cylindrical steel form respectively, and the cross flitch supports the inwall that is installed in the semi-cylindrical steel form.
And the width that described cross flitch supports is 50mm.
And the put more energy into diameter of reinforcing bar of described arc is 20mm.
Advantage of the utility model and beneficial effect are:
1, the basis cast of this factory building columns circle rim of a cup is with steel wood assembling die; It comprises two semi-cylindrical steel forms, the cross flitch supports and arc is put more energy into reinforcing bar, and two semi-cylindrical steel forms are installed through the angle steel and the bolt symmetry of its both sides respectively; The arc reinforcing bar of putting more energy into is installed in the inwall of semi-cylindrical steel form respectively; The cross flitch supports the inwall that is installed in the semi-cylindrical steel form, and this structure mold can repeatedly be dismantled use, has practiced thrift timber resources; Reduce the amount of labour used, improved efficiency of construction.
2, the utility model is simple in structure, design science is reasonable, recycle convenience, and the amount of labour used is low, effectively reduces construction cost, has improved efficiency of construction, is that the basis cast of a kind of safe and reliable factory building columns circle rim of a cup is with steel wood assembling die.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the vertical view of Fig. 1.
The specific embodiment
Through specific embodiment the utility model is done further to detail below, following examples are descriptive, are not determinate, can not limit the protection domain of the utility model with this.
The basis cast of a kind of factory building columns circle rim of a cup is with steel wood assembling die; It comprises two semi-cylindrical steel forms 1, and the cross flitch supports 3 and the arc reinforcing bar 2 of putting more energy into, and the width that the cross flitch supports is 50mm; The put more energy into diameter of reinforcing bar of arc is 20mm; Two semi-cylindrical steel forms are installed through the angle steel 5 and bolt 4 symmetries of its both sides respectively, and the arc reinforcing bar of putting more energy into is installed in the inwall of semi-cylindrical steel form respectively, and the cross flitch supports the inwall that is installed in the semi-cylindrical steel form.
The utility model adopts steel wood assembling die, has improved the making precision of template, can cycle repeats use, and has practiced thrift material.Mould is that two semi-cylindrical steel forms assemble through bolt, and therebetween cross flitch supports, and removes very conveniently fast can not damage concrete surface, also can not cause building waste.
Claims (3)
1. factory building columns circle rim of a cup basis cast is with steel wood assembling die; It is characterized in that: comprise two semi-cylindrical steel forms; The cross flitch supports and arc is put more energy into reinforcing bar; Two semi-cylindrical steel forms are installed through the angle steel and the bolt symmetry of its both sides respectively, and the arc reinforcing bar of putting more energy into is installed in the inwall of semi-cylindrical steel form respectively, and the cross flitch supports the inwall that is installed in the semi-cylindrical steel form.
2. factory building columns circle rim of a cup according to claim 1 basis cast is with steel wood assembling die, and it is characterized in that: the width that described cross flitch supports is 50mm.
3. the basis cast of factory building columns according to claim 1 circle rim of a cup is characterized in that with the wooden assembling die of steel: the put more energy into diameter of reinforcing bar of described arc is 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204637152U CN202347844U (en) | 2011-11-21 | 2011-11-21 | Steel-wood combined mould for casting circular cup rim foundation for factory building column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204637152U CN202347844U (en) | 2011-11-21 | 2011-11-21 | Steel-wood combined mould for casting circular cup rim foundation for factory building column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202347844U true CN202347844U (en) | 2012-07-25 |
Family
ID=46536856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204637152U Expired - Fee Related CN202347844U (en) | 2011-11-21 | 2011-11-21 | Steel-wood combined mould for casting circular cup rim foundation for factory building column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202347844U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119708A (en) * | 2017-07-10 | 2017-09-01 | 中船第九设计研究院工程有限公司 | It is a kind of to pour the cushion cap rim of a cup punching block for smashing armored concrete |
| CN107724412A (en) * | 2017-08-31 | 2018-02-23 | 湖北省电力勘测设计院 | Photovoltaic bracket basis installation auxiliary mould |
| CN110904990A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Construction method of circular high-neck cup opening foundation structure |
-
2011
- 2011-11-21 CN CN2011204637152U patent/CN202347844U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119708A (en) * | 2017-07-10 | 2017-09-01 | 中船第九设计研究院工程有限公司 | It is a kind of to pour the cushion cap rim of a cup punching block for smashing armored concrete |
| CN107724412A (en) * | 2017-08-31 | 2018-02-23 | 湖北省电力勘测设计院 | Photovoltaic bracket basis installation auxiliary mould |
| CN110904990A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Construction method of circular high-neck cup opening foundation structure |
| CN110904990B (en) * | 2019-12-13 | 2021-11-16 | 中冶建工集团有限公司 | Construction method of circular high-neck cup opening foundation structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631706A (en) | Form-removal-free concrete column and constructing method thereof | |
| CN201874087U (en) | Construction steel structure system | |
| CN202347844U (en) | Steel-wood combined mould for casting circular cup rim foundation for factory building column | |
| CN201245982Y (en) | Formwork apparatus of cast-in-situ wall | |
| CN102635230B (en) | The formwork for placing of large methane tank body and casting method | |
| CN203230178U (en) | Column formwork and column hoop | |
| CN204609295U (en) | A kind of square column template anchor ear encloses purlin | |
| CN202000562U (en) | Multifunctional limiting device for shear wall | |
| CN204676885U (en) | A kind of steel concrete column template fast pacifies the system of tearing open | |
| CN203716495U (en) | Column-body formwork flat-iron type column hoop | |
| CN203097290U (en) | Assembled type split bolt | |
| CN203429655U (en) | Assembly type steel reinforced concrete single-double column foundation for container prefabricated house | |
| CN202416303U (en) | End plate of prestressed concrete hollow square pile | |
| CN203795859U (en) | Large formwork supporting structure for bare concrete shear wall | |
| CN103306474A (en) | Integrated wood formwork | |
| CN203429656U (en) | Assembly type steel reinforced concrete four-column combined foundation for container prefabricated house | |
| CN202299429U (en) | Circulation adjustable angle iron stiffening system | |
| CN203320944U (en) | Assembled integrated wooden template | |
| CN203441105U (en) | Hole template supporting tool | |
| CN204899034U (en) | Prefabricated wall post | |
| CN110919825A (en) | Large die table die for plate type prefabricated part assembly line construction | |
| CN206448167U (en) | The recyclable template of continuous beam with high-pier transverse prestress stretching notch closure | |
| CN215594895U (en) | Be applied to mould shell of close rib structure superstructure building | |
| CN204690742U (en) | Full prestressing long line platform square pile | |
| CN204450817U (en) | Pin-connected panel small box girder core mold plate fixture |
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: 20120725 Termination date: 20201121 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |