CN105421766A - Column steel die plate assembly and construction method thereof - Google Patents
Column steel die plate assembly and construction method thereof Download PDFInfo
- Publication number
- CN105421766A CN105421766A CN201510940143.5A CN201510940143A CN105421766A CN 105421766 A CN105421766 A CN 105421766A CN 201510940143 A CN201510940143 A CN 201510940143A CN 105421766 A CN105421766 A CN 105421766A
- Authority
- CN
- China
- Prior art keywords
- steel form
- unit
- fixing
- fixing collar
- post
- 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.)
- Pending
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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
- 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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention belongs to the technical field of buildings, and specifically relates to a column steel die plate assembly and a construction method thereof. The column steel die is formed by splicing a plurality of steel die plate units from the upper part to the lower part, wherein the upper and lower adjacent steel die plate units are connected and tightly fixed through reinforcing ring devices; each steel die plate unit comprises four corner dies, and the adjacent corner dies are connected through middle connecting die plates and form a hollow column body; each reinforcing ring device comprises two reinforcing ring units which are tensioned and form a cross pulling sheet. The column steel die plate assembly can solve the problems of the traditional technology, such as that materials are wasted seriously, the reinforcing firmness is low, and the die bursting always occurs.
Description
Technical field
The invention belongs to technical field of buildings, be specifically related to a kind of post steel form assembly and construction method thereof.
Background technology
Current pillar reinforcement material is essentially delta wood veneer, the lumps of wood, steel pipe and screw rod etc., and its shortcoming is that waste of material is serious, and reinforce firm not, often have burst-mode phenomenon to occur, pillar surface is smooth not, particularly the position of corner; General post punching block is reinforced and is mostly that its shortcoming is complicated operation, lost labor at punching block external application steel pipe screw rod to drawing reinforcing, and for above-mentioned technical problem, the present inventor provides a kind of post steel form assembly and construction method thereof, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of post steel form assembly and construction method thereof, serious to solve conventional art waste of material, reinforce firm not, often have burst-mode phenomenon to occur, the technical problems such as pillar surface is smooth not.
For achieving the above object, the technical scheme that the present invention specifically provides is: a kind of post steel form assembly, and described post punching block is spliced up and down by some steel form unit, and neighbouring steel form unit is connected and fixed tightly by fixing collar device; Described steel form unit comprises four pieces of angle moulds, and adjacent angle mould is connected by middle connection template and formed the cylinder of a hollow; Described fixing collar device comprises two fixing collar unit, is strained and the pulling-on piece becoming cross to arrange by two fixing collar unit.
Further, described two fixing collar unit junctions are bonded to each other and fixing tight by screw rod.
Further, described angle mould, connection template and fixing collar unit periphery are provided with connector, and this connector is distributed with some fixing holes, and through fixing hole, adjacent connections is tightly fixing by U-shaped pin.
A construction method for post steel form assembly, is characterized in that: comprise the steps: a, first according to figure paper size, matches some angle moulds, connects template, accessory and a small amount of wooden form and connect the lumps of wood; B, according to measurement axis and location, by angle mould, connect the U-shaped pin of template, latch is assembled into steel form unit, steel form unit connects into steel column mould down through fixing collar device; C, according to absolute altitude, steel form unit, wooden form connect and are fixed on steel form unit with connecting the lumps of wood by the position lacked on steel form unit top; D, the axis correcting pillar steel form unit and verticality, be connected and fixed pillar and supporting foot hand cradle.
Further, described fixing collar device comprises two fixing collar unit, and two fixing collar unit junctions are fixing tight by screw rod, and is arranged two fixing collar unit tensions by two pulling-on piece crosses.
Beneficial effect of the present invention: adjacent steel modular unit of the present invention is connected by fixing collar device, and two fixing collar unit junctions are fixing tight by screw rod, and arranged two fixing collar unit tensions by two pulling-on piece crosses, make post steel form more firm; The present invention adopts angle mould, and the junction of adjacent angle mould is positioned at the side of pillar, solve the technical problem of the easy burst-mode in corner place of conventional art mould, and installing/dismounting is simple and convenient.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of fixing collar unit of the present invention;
Fig. 3 is the another kind of form of construction work of the present invention.
Detailed description of the invention
As shown in Figure 1, 2, what the present invention disclosed is a kind of post steel form assembly, and described post punching block is spliced by some steel form unit about 1, and neighbouring steel form unit 1 is connected and fixed tightly by fixing collar device 2; Described steel form unit 1 comprises four pieces of angle moulds 11, and adjacent angle mould 11 is connected by middle connection template 12 and formed the cylinder 13 of a hollow; Described fixing collar device 2 comprises two fixing collar unit 21, is strained and the pulling-on piece 22 becoming cross to arrange by two fixing collar unit 21.
Further, described two fixing collar unit 21 junctions are bonded to each other and fixing tight by screw rod; Described angle mould 11, connection template 12 and fixing collar unit 21 periphery are provided with connector 3, and this connector 3 is distributed with some fixing holes, and through fixing hole, adjacent connections is tightly fixing by U-shaped pin 4.
A construction method for post steel form assembly, comprises the steps: a, first according to figure paper size, matches some angle moulds 11, connects template 12, accessory and a small amount of wooden form 5 and connect the lumps of wood 6; B, according to measurement axis and location, by angle mould 11, connect the U-shaped pin 4 of template 12, latch is assembled into steel form unit 1, steel form unit 1 connects into steel column mould down through fixing collar device 2; C, according to absolute altitude, steel form unit 1, wooden form 5 connect and are fixed on steel form unit with connecting the lumps of wood by the position lacked on steel form unit 1 top; D, the axis correcting pillar steel form unit and verticality, be connected and fixed pillar and supporting foot hand cradle.
Composition graphs 3, another embodiment of the present invention is by fixing collar device 2 lower thickness, when upper and lower steel form unit 1 bonding strength so can be made constant, reduces the difficulty of installing, saves material etc.
Technical scheme of the present invention is used in cylinder, is equally applicable to the construction of shear wall.
Claims (5)
1. a post steel form assembly, is characterized in that: described post punching block is spliced up and down by some steel form unit, and neighbouring steel form unit is connected and fixed tightly by fixing collar device; Described steel form unit comprises four pieces of angle moulds, and adjacent angle mould is connected by middle connection template and formed the cylinder of a hollow; Described fixing collar device comprises two fixing collar unit, is strained and the pulling-on piece becoming cross to arrange by two fixing collar unit.
2. a kind of post steel form assembly according to claim 1, is characterized in that: described two fixing collar unit junctions are bonded to each other and fixing tight by screw rod.
3. a kind of post steel form assembly according to claim 1, it is characterized in that: described angle mould, connection template and fixing collar unit periphery are provided with connector, this connector is distributed with some fixing holes, and through fixing hole, adjacent connections is tightly fixing by U-shaped pin.
4. a construction method for post steel form assembly, is characterized in that: comprise the steps: a, first according to figure paper size, matches some angle moulds, connects template, accessory and a small amount of wooden form and connect the lumps of wood; B, according to measurement axis and location, by angle mould, connect the U-shaped pin of template, latch is assembled into steel form unit, steel form unit connects into steel column mould down through fixing collar device; C, according to absolute altitude, steel form unit, wooden form connect and are fixed on steel form unit with connecting the lumps of wood by the position lacked on steel form unit top; D, the axis correcting pillar steel form unit and verticality, be connected and fixed pillar and supporting foot hand cradle.
5. the construction method of a kind of post steel form assembly according to claim 4, it is characterized in that: described fixing collar device comprises two fixing collar unit, two fixing collar unit junctions are fixing tight by screw rod, and arranged two fixing collar unit tensions by two pulling-on piece crosses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510940143.5A CN105421766A (en) | 2015-12-16 | 2015-12-16 | Column steel die plate assembly and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510940143.5A CN105421766A (en) | 2015-12-16 | 2015-12-16 | Column steel die plate assembly and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421766A true CN105421766A (en) | 2016-03-23 |
Family
ID=55500271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510940143.5A Pending CN105421766A (en) | 2015-12-16 | 2015-12-16 | Column steel die plate assembly and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421766A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115324344A (en) * | 2022-09-14 | 2022-11-11 | 安徽水利开发有限公司 | Construction method suitable for fireproof door frame column |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2631066A1 (en) * | 1988-05-03 | 1989-11-10 | Ricard Coffrages | Tying device for formworking, and formwork for concrete stanchions |
| CN2201444Y (en) * | 1994-12-13 | 1995-06-21 | 成都市第四建筑工程公司 | Compound steel form controlling round connector mould |
| US6419204B1 (en) * | 1999-11-23 | 2002-07-16 | Safway Formwork Systems, Llc | Outside conversion corner for form work |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| CN103806650A (en) * | 2014-02-25 | 2014-05-21 | 绍兴县明煌建材科技有限公司 | Steel column mould and construction method thereof |
| CN204552087U (en) * | 2015-03-23 | 2015-08-12 | 中冶天工上海十三冶建设有限公司 | A kind of steel column foot concrete blinding construction equipment |
| CN205296828U (en) * | 2015-12-16 | 2016-06-08 | 绍兴县明煌建材科技有限公司 | Post steel stencil assembly |
-
2015
- 2015-12-16 CN CN201510940143.5A patent/CN105421766A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2631066A1 (en) * | 1988-05-03 | 1989-11-10 | Ricard Coffrages | Tying device for formworking, and formwork for concrete stanchions |
| CN2201444Y (en) * | 1994-12-13 | 1995-06-21 | 成都市第四建筑工程公司 | Compound steel form controlling round connector mould |
| US6419204B1 (en) * | 1999-11-23 | 2002-07-16 | Safway Formwork Systems, Llc | Outside conversion corner for form work |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| CN103806650A (en) * | 2014-02-25 | 2014-05-21 | 绍兴县明煌建材科技有限公司 | Steel column mould and construction method thereof |
| CN204552087U (en) * | 2015-03-23 | 2015-08-12 | 中冶天工上海十三冶建设有限公司 | A kind of steel column foot concrete blinding construction equipment |
| CN205296828U (en) * | 2015-12-16 | 2016-06-08 | 绍兴县明煌建材科技有限公司 | Post steel stencil assembly |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115324344A (en) * | 2022-09-14 | 2022-11-11 | 安徽水利开发有限公司 | Construction method suitable for fireproof door frame column |
| CN115324344B (en) * | 2022-09-14 | 2023-06-13 | 安徽水利开发有限公司 | Construction method suitable for fireproof door frame column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160323 |