CN108729657A - A kind of section construction concrete steel form Fang Mo - Google Patents
A kind of section construction concrete steel form Fang Mo Download PDFInfo
- Publication number
- CN108729657A CN108729657A CN201810664078.1A CN201810664078A CN108729657A CN 108729657 A CN108729657 A CN 108729657A CN 201810664078 A CN201810664078 A CN 201810664078A CN 108729657 A CN108729657 A CN 108729657A
- Authority
- CN
- China
- Prior art keywords
- plate
- postposition
- front panel
- steel form
- 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.)
- Withdrawn
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Classifications
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of section construction concrete steel form Fang Mo, including front panel, postposition plate, left plate, right plate, the front panel both ends are separately connected left plate, right plate one end, left plate, the right plate other end are separately connected postposition plate both ends, a plurality of perpendicular rib and lateral keel are both provided on the front panel, postposition plate, left plate and right plate, the lateral keel is set on the outside of perpendicular rib, be connected in lateral keel to wire drawing, vertically adjacent to two lateral keels by being fixedly connected to wire drawing；The present invention will be connected by frame with high-strength bolt as the steel plate surrounding of front panel, postposition plate, left plate, right plate, become steel form Fang Mo, and the form for seal after connection is good, and steel plate material is indeformable, and load bearing effect is good, and template can be effectively prevent to rise mould；Design is scientific and reasonable for formwork structure, and solid secured during casting concrete, safe to use, in addition, template is reusable, environment-friendly high-efficiency is economical and practical.
Description
Technical field
The present invention relates to construction engineering technical field, especially a kind of section construction concrete steel form Fang Mo.
Background technology
With the development of mathematics and mechanics, the exploration of the inherent law of building structure is also continuously improved with cognition by people,
Gradually having broken away from building craftsman in the past can only go to build the blindness and limitation in house traditionally or with perception judgement,
It establishes as the required computational theory of Practical Project and method, forms the scientific structure of system, it thus can be in building work
Journey precomputes the stress of structure before starting, make reasonable, economic and firm building construction design, building structure
It can carry out concreting by designing corresponding template using template, required building structure can be obtained after molding.
Invention content
The purpose of the invention is to overcome above-mentioned technical disadvantages to provide a kind of section construction concrete steel form side
Mould；The present invention will be connected by frame with high-strength bolt as the steel plate surrounding of front panel, postposition plate, left plate, right plate, at
For steel form Fang Mo, the form for seal after connection is good, and steel plate material is indeformable, and load bearing effect is good, can effectively prevent template
Rise mould；Design is scientific and reasonable for formwork structure, solid secured during casting concrete, safe to use, in addition, template can weigh
Multiple to use, environment-friendly high-efficiency is economical and practical.
The present invention solve the technical solution that uses of technical problem for：A kind of section construction concrete steel form Fang Mo,
Including front panel 1, postposition plate 2, left plate 3, right plate 4,1 both ends of the front panel are separately connected left plate 3, right plate 4 one
End, left plate 3,4 other end of right plate are separately connected 2 both ends of postposition plate, the front panel 1, postposition plate 2, left plate 3 and right side
A plurality of perpendicular rib 5 and lateral keel 6 are both provided on plate 4, the lateral keel 6 is set to 5 outside of perpendicular rib, connects in lateral keel 6
Connect and be provided with to wire drawing 7, vertically adjacent to two lateral keels 6 by being fixedly connected to wire drawing 7；6 both ends of the lateral keel
Be both provided with to draw piece 8, it is described to wire drawing 7 by being connect with lateral keel 6 to draw piece 8；The front panel 1, postposition plate 2, a left side
It is respectively arranged with frame 11 on side plate 3 and right plate 4, frame hole 10 is provided on the frame 11, is matched in the frame hole 10
There is high-strength bolt 15, fastening nut 16 is combined on high-strength bolt 15.
Further, the front panel 1, postposition plate 2, left plate 3 and right plate 4 pass through on frame 11 and frame 11
The high-strength bolt 15 that frame hole 10 is furnished with connects.
Further, the perpendicular rib 5 is vertically arranged to front panel 1, postposition plate 2, left plate 3, on right plate 4, and passes through
Be weldingly fixed on front panel 1, postposition plate 2, left plate 3, on right plate 4.
Further, described to be both provided with small nut 14 to 7 both ends of wire drawing, the small nut 14 is fixed on outside to draw piece 8
Side.
Further, the lateral keel 6 is vertically installed in 5 outside of perpendicular rib.
Further, described that draw piece 8 is welded in lateral keel 6, it is described to being provided with bolt hole 17, phase on draw piece 8
Two adjacent lateral keels 6 are carried out by running through 7 both ends of wire drawing to 8 upper bolt hole 17 of draw piece by two small nuts 14
It is fixed.
Further, it is respectively arranged with lifting plate 12 on the front panel 1, postposition plate 2, left plate 3 and right plate 4, hangs
Hole for hoist 13 is provided in loading board 12.
Further, the lifting plate 12 is fixed by welding on front panel 1, postposition plate 2, left plate 3 and right plate 4
End.
Further, the hole for hoist 13 is set as the circular incision of diameter 40mm.
Further, keel reinforcement by connection plate 9 is provided in the lateral keel 6, the keel reinforcement by connection plate 9 welds
In lateral keel 6.
Advantageous effect possessed by the present invention is：
The present invention will be connected by frame with high-strength bolt as the steel plate surrounding of front panel, postposition plate, left plate, right plate,
As steel form Fang Mo, the form for seal after connection is good, and steel plate material is indeformable, and load bearing effect is good, can effectively prevent mould
Plate rises mould；Design is scientific and reasonable for formwork structure, solid secured during casting concrete, safe to use, in addition, template can
It reuses, environment-friendly high-efficiency is economical and practical.
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 high-strength bolt schematic diagram of the present invention.
Attached drawing 4 is the present invention to wire drawing schematic diagram.
Attached drawing 5 is the lifting plate schematic diagram of the present invention.
Attached drawing 6 is the cornerite schematic diagram of the present invention.
Specific implementation mode
1-6 is described below the present invention below in conjunction with the accompanying drawings.
As shown in figures 1 to 6, the present invention includes front panel 1, postposition plate 2, left plate 3, right plate 4,1 both ends of the front panel
It is separately connected left plate 3,4 one end of right plate, left plate 3,4 other end of right plate are separately connected 2 both ends of postposition plate, described preposition
A plurality of perpendicular rib 5 and lateral keel 6 are both provided on plate 1, postposition plate 2, left plate 3 and right plate 4, the lateral keel 6 is arranged
In the outside of perpendicular rib 5, be connected in lateral keel 6 to wire drawing 7, vertically adjacent to two lateral keels 6 pass through it is solid to wire drawing 7
Fixed connection；6 both ends of the lateral keel are both provided with to draw piece 8, described to pass through wire drawing 7 to draw piece 8 and the company of lateral keel 6
It connects；It is respectively arranged with frame 11 on the front panel 1, postposition plate 2, left plate 3 and right plate 4, is provided on the frame 11
Frame hole 10 is furnished with high-strength bolt 15 in the frame hole 10, fastening nut 16 is combined on high-strength bolt 15.
The front panel 1, postposition plate 2, left plate 3 and right plate 4 pass through the frame hole 10 on frame 11 and frame 11
The high-strength bolt 15 being furnished with connects.The perpendicular rib 5 be vertically arranged to front panel 1, postposition plate 2, left plate 3, on right plate 4, and
Be fixed by welding in front panel 1, postposition plate 2, left plate 3, on right plate 4.
Described to be both provided with small nut 14 to 7 both ends of wire drawing, the small nut 14 is fixed on to 8 outside of draw piece.
The lateral keel 6 is vertically installed in 5 outside of perpendicular rib；It is described that draw piece 8 is welded in lateral keel 6, it is described right
Bolt hole 17 is provided on draw piece 8, adjacent two lateral keels 6 are by running through to 8 upper bolt hole of draw piece 7 both ends of wire drawing
17, and be fixed by two small nuts 14.
It is respectively arranged with lifting plate 12 on the front panel 1, postposition plate 2, left plate 3 and right plate 4, lifts and is set on plate 12
It is equipped with hole for hoist 13；The lifting plate 12 is fixed by welding in front panel 1,4 upper end of postposition plate 2, left plate 3 and right plate；
The hole for hoist 13 is set as the circular incision of diameter 40mm；Keel reinforcement by connection plate 9, institute are provided in the lateral keel 6
Keel reinforcement by connection plate 9 is stated to be welded in lateral keel 6.
When carrying out construction, the materials such as front panel 1, postposition plate 2, left plate 3 and right plate 4 are lifted by worker to be made
With position, one end of left plate 3, right plate 4 is passed through into high-strength bolt in the frame hole 10 on frame 11 and frame 11 respectively
15 connection settings and 1 both ends of front panel, the other end pass through high-strength bolt in the frame hole 10 on frame 11 and frame 11 respectively
15 connection settings and 4 both ends of right plate, connection is as shown in Fig. 1, installs, and checks firmness.
After front panel 1, postposition plate 2, left plate 3 and right plate 4 assemble, successively by vertically adjacent to lateral keel 6
Using to wire drawing 7 connect carry out second consolidation, 6 both ends of lateral keel be respectively provided with to being provided with bolt hole 17 on draw piece 8, will be right
7 both ends of wire drawing be respectively placed in vertically adjacent to two 6 ends of lateral keel in the bolt hole 17 on draw piece 8, by small nut
14 are fixed on to 7 both ends of wire drawing, and small nut 14 is fixed on to 8 outside of draw piece, and small nut 14 is tightened, the mesh of second consolidation is reached
's.
It checks firmness, is used after reaching standards for safe use, having set up can after verification data is errorless after template
Casting concrete, inside molding plate bottom forbids walking and staying construction personnel and warning mark is arranged during casting concrete
Will waits for that concreting finishes and solidifies the removable removing template in rear, maintenance oil can be applied after form removable, template is placed in drying
Place's maintenance, convenient for repeating secondary use.
Claims (10)
1. a kind of section construction concrete steel form Fang Mo, it is characterised in that：Including front panel 1, postposition plate 2, left plate
3, right plate 4,1 both ends of the front panel are separately connected left plate 3,4 one end of right plate, left plate 3,4 other end of right plate point
Not Lian Jie 2 both ends of postposition plate, be both provided with a plurality of perpendicular rib 5 and cross on the front panel 1, postposition plate 2, left plate 3 and right plate 4
To keel 6, the lateral keel 6 is set to the outside of perpendicular rib 5, is connected in lateral keel 6 to wire drawing 7, vertically adjacent to
Two lateral keels 6 are by being fixedly connected with wire drawing 7；6 both ends of the lateral keel are both provided with to draw piece 8, described to wire drawing 7
By being connect with lateral keel 6 to draw piece 8；It is respectively arranged with side on the front panel 1, postposition plate 2, left plate 3 and right plate 4
Frame 11 is provided with frame hole 10 on the frame 11, is furnished with high-strength bolt 15 in the frame hole 10, coordinates on high-strength bolt 15
There is fastening nut 16.
2. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：It is described preposition
The high-strength bolt 15 that plate 1, postposition plate 2, left plate 3 and right plate 4 are furnished with by the frame hole 10 on frame 11 and frame 11
Connection.
3. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：The perpendicular rib
5 be vertically arranged to front panel 1, postposition plate 2, left plate 3, on right plate 4, and be fixed by welding in front panel 1, postposition plate 2,
On left plate 3, right plate 4.
4. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：Described pair of drawing
7 both ends of silk are both provided with small nut 14, and the small nut 14 is fixed on to 8 outside of draw piece.
5. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：The transverse direction
Keel 6 are vertically installed in 5 outside of perpendicular rib.
6. a kind of section construction concrete steel form Fang Mo according to claim 1 or claim 4, feature exist
In：Described to be welded in lateral keel 6 to draw piece 8, described to being provided with bolt hole 17 on draw piece 8, adjacent two laterally imperial
Bone 6 is fixed by running through 7 both ends of wire drawing to 8 upper bolt hole 17 of draw piece, and by two small nuts 14.
7. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：It is described preposition
It is respectively arranged with lifting plate 12 on plate 1, postposition plate 2, left plate 3 and right plate 4, lifts and is provided with hole for hoist 13 on plate 12.
8. a kind of section construction concrete steel form Fang Mo according to claim 7, it is characterised in that：The lifting
Plate 12 is fixed by welding in front panel 1,4 upper end of postposition plate 2, left plate 3 and right plate.
9. a kind of section construction concrete steel form Fang Mo according to claim 7, it is characterised in that：The lifting
Hole 13 is set as the circular incision of diameter 40mm.
10. a kind of section construction concrete steel form Fang Mo according to claim 1, it is characterised in that：The cross
Keel reinforcement by connection plate 9 is provided on keel 6, the keel reinforcement by connection plate 9 is welded in lateral keel 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810664078.1A CN108729657A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form Fang Mo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810664078.1A CN108729657A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form Fang Mo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108729657A true CN108729657A (en) | 2018-11-02 |
Family
ID=63930558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810664078.1A Withdrawn CN108729657A (en) | 2018-06-26 | 2018-06-26 | A kind of section construction concrete steel form Fang Mo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108729657A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5376316A (en) * | 1992-07-17 | 1994-12-27 | Sonoco Products Company | Method of making a concrete column with a concrete column forming tube |
| CN201648972U (en) * | 2010-03-31 | 2010-11-24 | 中铁十五局集团第二工程有限公司 | Steel moulding plate for pier |
| CN202266019U (en) * | 2011-08-18 | 2012-06-06 | 雷灿波 | Combined structure of building template of building support pillar |
| CN205577400U (en) * | 2016-03-14 | 2016-09-14 | 巨匠建设集团股份有限公司 | Tool type template |
-
2018
- 2018-06-26 CN CN201810664078.1A patent/CN108729657A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5376316A (en) * | 1992-07-17 | 1994-12-27 | Sonoco Products Company | Method of making a concrete column with a concrete column forming tube |
| CN201648972U (en) * | 2010-03-31 | 2010-11-24 | 中铁十五局集团第二工程有限公司 | Steel moulding plate for pier |
| CN202266019U (en) * | 2011-08-18 | 2012-06-06 | 雷灿波 | Combined structure of building template of building support pillar |
| CN205577400U (en) * | 2016-03-14 | 2016-09-14 | 巨匠建设集团股份有限公司 | Tool type template |
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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: 20181102 |