CN108756229A - A kind of section construction concrete steel form circle mould and installation and application - Google Patents
A kind of section construction concrete steel form circle mould and installation and application Download PDFInfo
- Publication number
- CN108756229A CN108756229A CN201810664077.7A CN201810664077A CN108756229A CN 108756229 A CN108756229 A CN 108756229A CN 201810664077 A CN201810664077 A CN 201810664077A CN 108756229 A CN108756229 A CN 108756229A
- Authority
- CN
- China
- Prior art keywords
- plate
- backarc
- frontal arc
- arc plate
- keel
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
Abstract
The invention discloses a kind of section construction concrete steel forms to justify mould and installation and application, including frontal arc plate and backarc plate, the frontal arc plate and backarc plate are disposed as hollow semi-cylinders type, frontal arc plate and backarc plate surrounding are both provided with frame, it is provided with more keel on the outside of the frontal arc plate and backarc plate and Duo Gen erects rib, perpendicular rib is fixed by welding on frontal arc plate and backarc plate；It is provided with lifting plate on the frontal arc plate and backarc plate, hole for hoist is provided on the lifting plate；The present invention summarizes building concrete and pours experience, is rationally designed using steel plate and by steel plate, and composition section construction steel form justifies mould, concreting is carried out using section construction steel form circle mould, it not only can guarantee the smooth pouring molding of concrete cylindrical structure, and its setting is secured, it is safe to use；In addition, it has many advantages, such as high recycling rate, environment-friendly high-efficiency, is promoted and applied in building engineering field, may advantageously facilitate the green construction of unit in charge of construction.
Description
Technical field
The present invention relates to construction engineering technical field, especially a kind of section construction concrete justifies mould and peace with steel form
Fill application method.
Background technology
In recent years, with the expansion of the great development and city of industry, building construction amount sharp increase needs to build large quantities of
Factory, warehouse, house, railroad construction, office building, commerce services building etc., and industrial development is equally brought newly to construction industry
Type construction material, soil, wood, brick, watt, ash, sand, stone etc. are natural or material that prepare by hand is gradually substituted, such as concrete
Material；Concrete is by cementitious material by the general designation for the cementing integral engineered composite material that gathers materials, and concrete has raw material rich
Richness, it is cheap, the characteristics of simple production process, thus keep its dosage increasing, while concrete also has compression strength
The features such as height, durability is good, and strength grade range is wide, these features keep its use scope very extensive.
Concreting is widely used in terms of being molded over architectural engineering, and concreting refers to concreting entering mould
Until the process of plasticizing, this requirement to concrete blinding is extremely stringent, and template used in building at present is wooden mould
Plate, wooden form for seal is poor, and timber is yielding, there is the risk for the mould that rises, in addition, in casting process, below template
It needs manually to beat template at any time, timber is easily broken off, extremely dangerous.
Invention content
The purpose of the invention is to overcome a kind of section construction concrete steel form of above-mentioned technical disadvantages offer to justify
Mould and installation and application；The present invention summarizes building concrete and pours experience, is rationally designed using steel plate and by steel plate, and group is in groups
Box-like building iron template justifies mould, carries out concreting using section construction steel form circle mould, not only can guarantee concrete circular
The smooth pouring molding of rod structure, and its setting is secured, it is safe to use；In addition, it is with high recycling rate, environment-friendly high-efficiency etc.
Advantage promotes and applies in building engineering field, may advantageously facilitate the green construction of unit in charge of construction.
The present invention solve the technical solution that uses of technical problem for：A kind of section construction concrete steel form justify mould and
Installation and application, including frontal arc plate 1 and backarc plate 2, the frontal arc plate 1 and backarc plate 2 are disposed as hollow semi-cylinders type, preceding
Arc plate 1 and 2 surrounding of backarc plate are both provided with frame 8, and the frontal arc plate 1 and 2 outside of backarc plate are provided with more keel 7 and Duo Gen
Rib 4 is erected, lifting plate 9 is provided on the frontal arc plate 1 and backarc plate 2, hole for hoist 10 is provided on the lifting plate 9；It is described more
Root keel 7 are horizontally set at frontal arc plate 1 and the outside of backarc plate 2, and 7 both ends of keel are respectively arranged with connecting plate 3, on connecting plate 3
It is provided with frame hole 6, is furnished with high-strength bolt 11 in frame hole 6, fastening nut 12 is provided on high-strength bolt 11；
Further, the lifting plate 9 is fixedly arranged by welding on the upper end of frontal arc plate 1 and backarc plate 2；The frame 8 welds
It is connected on frontal arc plate 1 and backarc plate 2, frame hole 6 is provided on frame 8, is furnished with high-strength bolt 11 in frame hole 6；
Further, the more perpendicular ribs 4 are vertically arranged to 2 outside of frontal arc plate 1 and backarc plate, and perpendicular rib 4 is fixed by welding in
On frontal arc plate 1 and backarc plate 2；
Further, the frontal arc plate 1 is fixedly connected with backarc plate 2 by keel 7, high-strength bolt 11 and fastening nut 12,
High-strength bolt 11 is inserted into the frame hole 6 on adjacent connection plates 3, and is fixed by fastening nut 12；
Further, the hole for hoist 10 is set as the circular incision of diameter 40-80mm, preferably a diameter of 60mm；
Its installation and application, includes the following steps：
（1）The materials such as frontal arc plate 1, backarc plate 2, keel 7, perpendicular rib 4, frame 8 are lifted into using position；
（2）Perpendicular rib 4 is taken, it is vertically welded in the outside cambered surface of frontal arc plate 1 and backarc plate 2, perpendicular rib 4 is in frontal arc plate 1 with after
It is evenly distributed on arc plate 2, firm welding, checks firmness, it is spare after reaching standards for safe use；
（3）By step（2）Frontal arc plate 1 and 2 surrounding of backarc plate after welding weld frame 8, and firm welding checks firmness,
It is spare after reaching standards for safe use；
（4）Keel 7 are taken, the distribution welding of connecting plate 3 are set to 7 both ends of keel, firm welding checks firmness, reaches peace
It is spare after entirely using standard；
（5）The frontal arc plate 1 and backarc plate 2 for the hollow semi-cylinders type that welding is finished are inserted to synthesizing hollow cylinder, high-strength bolt 11
Enter the frame hole 6 on 2 upper side frame 8 of frontal arc plate 1 and backarc plate, by fastening nut 12 by screw thread on high-strength bolt 11 with it is high-strength
Bolt 11 is fastenedly connected, and after tightening bolt successively, checks firmness, spare after reaching standards for safe use；
（6）The keel 7 that welding finishes are taken, keel 7 are fixed on 4 outside of more perpendicular ribs on frontal arc plate 1 and backarc plate 2, by phase
Two adjacent keel 7 are connected and fixed by the connecting plate 3 at 7 both ends of keel using high-strength bolt 11, and 11 one end of high-strength bolt is run through
Frame hole 6 on connecting plate 3 fastens the fastening nut 12 on high-strength bolt 11, keel 7 is fixed on frontal arc plate 1 and backarc plate 2
On, you can secondary fixation is carried out to frontal arc plate 1 and backarc plate 2, checks firmness, after reaching standards for safe use, as originally
Invention section construction concrete justifies mould with steel form；
（7）After taking assembling and the section construction concrete steel form of passed examination justifies mould, checks again for 1 He of frontal arc plate
Whether backarc plate 2 fastens, whether the high-strength bolt 11 on keel 7 is tightened, and avoids slipping, it is ensured that safety；
（8）Inspection finish and check data it is errorless after, you can carry out concreting, steel form bottom during casting concrete
Forbid walking and staying construction personnel and caution sign is set in portion；
（9）It, can be by unclamping high-strength bolt 11, the dismounting each section of fastening nut 12 after concreting finishes and solidifies, it will
Each section after dismounting smears maintenance oil and is placed in maintenance at dry, convenient for repeating secondary use.
Advantageous effect possessed by the present invention is：
1, the present invention summarizes building concrete and pours experience, is rationally designed using steel plate and by steel plate, forms section construction steel
Template justifies mould, carries out concreting using section construction steel form circle mould, not only can guarantee the suitable of concrete cylindrical structure
Sharp pouring molding, and its setting is secured, it is safe to use.
2, the present invention has many advantages, such as high recycling rate, environment-friendly high-efficiency, promotes and applies, is conducive in building engineering field
Promote the green construction of unit in charge of construction.
Description of the drawings
Accompanying drawing 1 is the structural representation of the present invention.
Attached drawing 2 is the keel schematic diagram of the present invention.
Attached drawing 3 is the connecting plate schematic diagram of the present invention.
Attached drawing 4 is the high-strength bolt and fastening nut schematic diagram of the present invention.
Specific implementation mode
1-4 is described below the present invention below in conjunction with the accompanying drawings.
As shown in Figs 1-4, the present invention includes frontal arc plate 1 and backarc plate 2, and the frontal arc plate 1 and backarc plate 2 are disposed as sky
Heart semi- cylindrical, frontal arc plate 1 and 2 surrounding of backarc plate are both provided with frame 8, and the frontal arc plate 1 and 2 outside of backarc plate are provided with more
Root keel 7 and Duo Gen erect rib 4, and lifting plate 9 is provided on the frontal arc plate 1 and backarc plate 2, is provided with and hangs on the lifting plate 9
Fill hole 10；The more keel 7 are horizontally set at 2 outside of frontal arc plate 1 and backarc plate, and 7 both ends of keel are respectively arranged with connecting plate
3, it is both provided with frame hole 6 on connecting plate 3, is furnished with high-strength bolt 11 in frame hole 6, fastening nut is provided on high-strength bolt 11
12。
Further, the lifting plate 9 is fixedly arranged by welding on the upper end of frontal arc plate 1 and backarc plate 2；The frame
8 are welded on frontal arc plate 1 and backarc plate 2, and frame hole 6 is provided on frame 8, is furnished with high-strength bolt 11 in frame hole 6.
Further, the more perpendicular ribs 4 are vertically arranged to 2 outside of frontal arc plate 1 and backarc plate, and it is solid by welding to erect rib 4
It is scheduled on frontal arc plate 1 and backarc plate 2.
Further, the frontal arc plate 1 and backarc plate 2 are fixed by keel 7, high-strength bolt 11 and fastening nut 12 connects
It connects, high-strength bolt 11 is inserted into the frame hole 6 on adjacent connection plates 3, and is fixed by fastening nut 12.
Further, the hole for hoist 10 is set as the circular incision of diameter 40-80mm, preferably a diameter of 60mm.
Its installation and application, includes the following steps：
（1）The materials such as frontal arc plate 1, backarc plate 2, keel 7, perpendicular rib 4, frame 8 are lifted into using position；
（2）Perpendicular rib 4 is taken, it is vertically welded in the outside cambered surface of frontal arc plate 1 and backarc plate 2, perpendicular rib 4 is in frontal arc plate 1 with after
It is evenly distributed on arc plate 2, firm welding, checks firmness, it is spare after reaching standards for safe use；
（3）By step（2）Frontal arc plate 1 and 2 surrounding of backarc plate after welding weld frame 8, and firm welding checks firmness,
It is spare after reaching standards for safe use；
（4）Keel 7 are taken, the distribution welding of connecting plate 3 are set to 7 both ends of keel, firm welding checks firmness, reaches peace
It is spare after entirely using standard；
（5）The frontal arc plate 1 and backarc plate 2 for the hollow semi-cylinders type that welding is finished are inserted to synthesizing hollow cylinder, high-strength bolt 11
Enter the frame hole 6 on 2 upper side frame 8 of frontal arc plate 1 and backarc plate, by fastening nut 12 by screw thread on high-strength bolt 11 with it is high-strength
Bolt 11 is fastenedly connected, and after tightening bolt successively, checks firmness, spare after reaching standards for safe use；
（6）The keel 7 that welding finishes are taken, keel 7 are fixed on 4 outside of more perpendicular ribs on frontal arc plate 1 and backarc plate 2, by phase
Two adjacent keel 7 are connected and fixed by the connecting plate 3 at 7 both ends of keel using high-strength bolt 11, and 11 one end of high-strength bolt is run through
Frame hole 6 on connecting plate 3 fastens the fastening nut 12 on high-strength bolt 11, keel 7 is fixed on frontal arc plate 1 and backarc plate 2
On, you can secondary fixation is carried out to frontal arc plate 1 and backarc plate 2, checks firmness, after reaching standards for safe use, as originally
Invention section construction concrete justifies mould with steel form.
After taking assembling and the section construction concrete steel form of passed examination justifies mould, checks again for frontal arc plate 1
Whether fastened with backarc plate 2, whether the high-strength bolt 11 on keel 7 is tightened, avoid slipping, it is ensured that safety；Inspection finishes and core
After errorless to data, you can carry out concreting, steel form bottom forbids walking and staying applying during casting concrete
Simultaneously caution sign will be arranged in worker person；It, can be by unclamping high-strength bolt 11, fastening nut after concreting finishes and solidifies
12 remove each section, and each section after dismounting, which is smeared maintenance oil, is placed in maintenance at dry, convenient for repeating secondary use.
Claims (1)
1. a kind of section construction concrete justifies mould and installation and application with steel form, it is characterised in that：Including 1 He of frontal arc plate
Backarc plate 2, the frontal arc plate 1 and backarc plate 2 are disposed as hollow semi-cylinders type, and frontal arc plate 1 and 2 surrounding of backarc plate are both provided with
Frame 8, the frontal arc plate 1 and 2 outside of backarc plate are provided with more keel 7 and the perpendicular ribs 4 of Duo Gen, the frontal arc plate 1 and backarc plate 2
On be provided with lifting plate 9, be provided with hole for hoist 10 on the lifting plate 9；The more keel 7 are horizontally set at 1 He of frontal arc plate
2 outside of backarc plate, 7 both ends of keel are respectively arranged with connecting plate 3, frame hole 6 are both provided on connecting plate 3, is furnished in frame hole 6
High-strength bolt 11 is provided with fastening nut 12 on high-strength bolt 11；
Further, the lifting plate 9 is fixedly arranged by welding on the upper end of frontal arc plate 1 and backarc plate 2；The frame 8 welds
It is connected on frontal arc plate 1 and backarc plate 2, frame hole 6 is provided on frame 8, is furnished with high-strength bolt 11 in frame hole 6；
Further, the more perpendicular ribs 4 are vertically arranged to 2 outside of frontal arc plate 1 and backarc plate, and perpendicular rib 4 is fixed by welding in
On frontal arc plate 1 and backarc plate 2；
Further, the frontal arc plate 1 is fixedly connected with backarc plate 2 by keel 7, high-strength bolt 11 and fastening nut 12,
High-strength bolt 11 is inserted into the frame hole 6 on adjacent connection plates 3, and is fixed by fastening nut 12；
Further, the hole for hoist 10 is set as the circular incision of diameter 40-80mm, preferably a diameter of 60mm；
Its installation and application, includes the following steps：
（1）The materials such as frontal arc plate 1, backarc plate 2, keel 7, perpendicular rib 4, frame 8 are lifted into using position；
（2）Perpendicular rib 4 is taken, it is vertically welded in the outside cambered surface of frontal arc plate 1 and backarc plate 2, perpendicular rib 4 is in frontal arc plate 1 with after
It is evenly distributed on arc plate 2, firm welding, checks firmness, it is spare after reaching standards for safe use；
（3）By step（2）Frontal arc plate 1 and 2 surrounding of backarc plate after welding weld frame 8, and firm welding checks firmness,
It is spare after reaching standards for safe use；
（4）Keel 7 are taken, the distribution welding of connecting plate 3 are set to 7 both ends of keel, firm welding checks firmness, reaches peace
It is spare after entirely using standard；
（5）The frontal arc plate 1 and backarc plate 2 for the hollow semi-cylinders type that welding is finished are inserted to synthesizing hollow cylinder, high-strength bolt 11
Enter the frame hole 6 on 2 upper side frame 8 of frontal arc plate 1 and backarc plate, by fastening nut 12 by screw thread on high-strength bolt 11 with it is high-strength
Bolt 11 is fastenedly connected, and after tightening bolt successively, checks firmness, spare after reaching standards for safe use；
（6）The keel 7 that welding finishes are taken, keel 7 are fixed on 4 outside of more perpendicular ribs on frontal arc plate 1 and backarc plate 2, by phase
Two adjacent keel 7 are connected and fixed by the connecting plate 3 at 7 both ends of keel using high-strength bolt 11, and 11 one end of high-strength bolt is run through
Frame hole 6 on connecting plate 3 fastens the fastening nut 12 on high-strength bolt 11, keel 7 is fixed on frontal arc plate 1 and backarc plate 2
On, you can secondary fixation is carried out to frontal arc plate 1 and backarc plate 2, checks firmness, after reaching standards for safe use, as originally
Invention section construction concrete justifies mould with steel form；
（7）After taking assembling and the section construction concrete steel form of passed examination justifies mould, checks again for 1 He of frontal arc plate
Whether backarc plate 2 fastens, whether the high-strength bolt 11 on keel 7 is tightened, and avoids slipping, it is ensured that safety；
（8）Inspection finish and check data it is errorless after, you can carry out concreting, steel form bottom during casting concrete
Forbid walking and staying construction personnel and caution sign is set in portion；
（9）It, can be by unclamping high-strength bolt 11, the dismounting each section of fastening nut 12 after concreting finishes and solidifies, it will
Each section after dismounting smears maintenance oil and is placed in maintenance at dry, convenient for repeating secondary use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810664077.7A CN108756229A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form circle mould and installation and application |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810664077.7A CN108756229A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form circle mould and installation and application |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108756229A true CN108756229A (en) | 2018-11-06 |
Family
ID=63977431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810664077.7A Withdrawn CN108756229A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form circle mould and installation and application |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756229A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852003A (en) * | 2020-07-31 | 2020-10-30 | 中国一冶集团有限公司 | Circular concrete formwork capable of being assembled and reinforcing method |
| CN112854747A (en) * | 2020-12-31 | 2021-05-28 | 武汉振业钢模有限公司 | Combined steel template circular mold for building concrete and installation and use method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090108170A1 (en) * | 2007-10-25 | 2009-04-30 | Blayde Penza | Concrete forming system |
| CN201250513Y (en) * | 2008-12-19 | 2009-06-03 | 上海市第五建筑有限公司 | Formwork of decorating concrete cylinder building structure |
| CN201495775U (en) * | 2009-08-25 | 2010-06-02 | 中国第一冶金建设有限责任公司 | Bridge column steel formwork |
| CN204139593U (en) * | 2014-10-13 | 2015-02-04 | 中天建设集团有限公司天津分公司 | A kind of Combined cylindrical steel form |
-
2018
- 2018-06-26 CN CN201810664077.7A patent/CN108756229A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090108170A1 (en) * | 2007-10-25 | 2009-04-30 | Blayde Penza | Concrete forming system |
| CN201250513Y (en) * | 2008-12-19 | 2009-06-03 | 上海市第五建筑有限公司 | Formwork of decorating concrete cylinder building structure |
| CN201495775U (en) * | 2009-08-25 | 2010-06-02 | 中国第一冶金建设有限责任公司 | Bridge column steel formwork |
| CN204139593U (en) * | 2014-10-13 | 2015-02-04 | 中天建设集团有限公司天津分公司 | A kind of Combined cylindrical steel form |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852003A (en) * | 2020-07-31 | 2020-10-30 | 中国一冶集团有限公司 | Circular concrete formwork capable of being assembled and reinforcing method |
| CN112854747A (en) * | 2020-12-31 | 2021-05-28 | 武汉振业钢模有限公司 | Combined steel template circular mold for building concrete and installation and use method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181106 |