CN106150087A - A kind of combined frame column template and construction method thereof - Google Patents
A kind of combined frame column template and construction method thereof Download PDFInfo
- Publication number
- CN106150087A CN106150087A CN201610711774.4A CN201610711774A CN106150087A CN 106150087 A CN106150087 A CN 106150087A CN 201610711774 A CN201610711774 A CN 201610711774A CN 106150087 A CN106150087 A CN 106150087A
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- template
- steel
- channel
- shaped half
- column template
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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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of combined frame column template and construction method thereof, including L-shaped half template, support means, connecting bolt, operating platform, guard rail, split bolt, described L-shaped half template is 2 and is applied in combination, between fixing connect by connecting bolt, reinforce with split bolt, support means one end is fixed in L-shaped half template, one end is fixed on ground or construction level flooring, and operating platform, guard rail are arranged on the upper end of the framed column template being made up of 2 L-shaped half templates.It provides the benefit that: easy construction, and attaching/detaching progress is fast, and work efficiency is high, and the rigidity of template is high, good stability, it is possible to resolve swollen modulus problem, reduces engineering cost, improves construction quality.
Description
Technical field
The present invention relates to building engineering structure technical field of construction, particularly relate to a kind of combined frame column template and
Construction method.
Background technology
In building construction process, frame column construction is a highly important operation, the most large-scale, skyscraper,
Frame column construction seems even more important.At present, during the framed column template in the building engineering structure construction stage installs, generally
Using artificial assembled piece wood piece template or steel form to install, need four faces of preassembling, labor intensity is big, and cost of labor is high, peace
Dress with to remove speed slow, and repeatedly peace to tear the number of turnover open low；Horizontal support can not adjust with diagonal brace length, and centering is inconvenient；General
Logical diagonal brace needs to support 3 faces or 4 faces, equally exists labor intensity big, and cost of labor is high, installs and removes slow-footed asking
Topic；The method that anchorage slices off after typically using embedded bar head form removal, construction trouble.And this common method is difficult to ensure
The rigidity of template and stability, it is impossible to ensure the perpendicularity on concrete surface, flatness, swollen mould phenomenon easily occurs.
Summary of the invention
For overcoming prior art not enough, the invention provides a kind of combined frame column template and construction method thereof, construction
Simplicity, attaching/detaching progress is fast, and work efficiency is high, and the rigidity of template is high, good stability, it is possible to resolve swollen modulus problem, reduces engineering
Cost, improves construction quality.
In order to achieve the above object, the present invention realizes by the following technical solutions:
A kind of combined frame column template, including L-shaped half template, support means, connecting bolt, operating platform, guard rail
Bar, split bolt, it is characterised in that described L-shaped half template is 2 and is applied in combination, between fixing connect by connecting bolt, use
Split bolt is reinforced, and support means one end is fixed in L-shaped half template, one end is fixed on ground or construction level flooring, operation
Platform, guard rail are arranged on the upper end of the framed column template being made up of 2 L-shaped half templates.
Described L-shaped half template is made up of channel-section steel, I shape combination wood stupefied, plywood, angle steel, steel plate, and wherein channel-section steel is 2 back ofs the body
Lead stupefied facing to being mutually welded and fixed composition by angle steel the most across a certain distance, equidistant on channel-section steel be provided with some through slotted eyes, 2 groups
Master is stupefied to be connected with constituting L-shaped U-steel frame by steel plate；I shape combination wood is stupefied for N number of, and one end is solid with channel-section steel by U bolt
Fixed, the other end is fixed with plywood by wood screw.
Described support means is connected by steel channel connector, interior expansion link, length adjustment device, oblique external extension bar, anchorage
Part, fixing bolt, buried spring, external extension bar, interior expansion link composition, wherein tiltedly in expansion link one end by steel channel connector with
Channel-section steel is hinged, one end is connected with oblique external extension bar by length adjustment device, the oblique external extension bar other end and anchorage connector hinge
Connect；Anchorage connector is connected by fixing bolt and the buried spring being embedded in advance on ground or construction level flooring are fixing；Outward
Expansion link one end is hinged with anchorage connector, the other end is connected with interior expansion link by length adjustment device, interior expansion link another
Hold hinged with channel-section steel by steel channel connector.
A kind of combined frame column template construction method, it is characterised in that include following construction procedure:
1) the frame column construction drawing design framed column template size poured according to plan, its camber H is building floor height-minimum
Deck-molding+200mm, width B are maximum cross-section frame column width+200mm, and calculate the stupefied number (spacing) of I shape combination wood, L-shaped
The number (spacing) of U-steel frame, selection also assembles 2 L-shaped half templates of making.
2) after the frame column complete self-inspection of steel reinforcement cage colligation reporting supervision companies's acceptance(check), 2 L-shaped that will complete
Half template connecting bolt connects temporarily and pre-fixes together, constitutes framed column template.
3) bore the hole of 4 diameter 8mm at framed column template lower post angle patch inner edge, insert steel bar end.
4) by tower crane, framed column template lifting is packed in frame column steel reinforcement cage, lock connecting bolt, make frame column mould
The steel bar end being previously inserted is close in plate bottom.
5) select suitable connector position, anchorage, hole with electric drill, in hole, imbed buried spring, will with fixing bolt
Buried connector is fixed.
6) support means one end is hinged with channel-section steel on framed column template by steel channel connector, the other end is connected with anchorage
Part is hinged.
7) by expansion link, the spacing of external extension bar and interior expansion link, oblique external extension in length adjustment device regulation
The spacing of bar, to adjust the perpendicularity of framed column template.
8) split bolt is put on PVC plastic pipe, respectively framed column template is reinforced from horizontal, longitudinal.
9) self-inspection can pouring after reporting supervision companies's acceptance(check).
10) after concrete reaches some strength, first remove support means, then remove split bolt and connecting bolt by frame column
Template is opened and is divided into 2 L-shaped half templates, finally utilizes tower crane 2 L-shaped half templates to be hung oneself from the frame column poured respectively
Go out.
11) removing the mortar on plywood, brushing template curing fluid, in case subsequent region or next floor use.
12) repeating above step, completing subsequent region or the concrete placings of next floor frame column, until completing all floors
The concrete placings of frame column.
13) L-shaped half template is disassembled into parts, deposits in case next engineering uses.
Compared with prior art, the invention has the beneficial effects as follows:
1, efficiently solve common templates repeatedly assembling and disassembling and cause the problem that the number of turnover is low, greatly reduce material
Cost.
2, common templates labor intensity is efficiently solved big, the problem that cost of labor is high.
3, the little poor stability of common templates rigidity is efficiently solved, the problem causing construction quality difference.
4, the support means of scalable adjustment and the buried connection screw rod of use can be had enough to meet the need be very easy to construction.
5, this invention framed column template is applicable to various cross section and the frame column of height, and the suitability is extremely strong.
6, this invention framed column template may utilize tower crane lifting, respectively hangs once, efficiently solve general when removing during installation
The logical slow-footed problem of template construction.
Accompanying drawing explanation
Fig. 1 is the sectional elevation structural representation of the present invention；
Fig. 2 is the cross section structure schematic diagram of the present invention；
Fig. 3 is present invention planar structure schematic diagram when taking L-shaped half template apart.
In figure: 1-L shape half template 11-channel-section steel 111-slotted eye 12-I shape combines wooden stupefied 13-plywood 14-angle steel
The 15-steel plate 2-support means 21-steel channel connector 22-tiltedly interior oblique external extension bar of expansion link 23-length adjustment device 24
25-anchorage connector 26-fixes expansion link 3-connecting bolt 4-behaviour in bolt 27-buried spring 28-external extension bar 29-
Make platform 5-guard rail 6-split bolt
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is described further:
As shown in Figure 1-Figure 3, a kind of combined frame column template of the present invention, including L-shaped half template 1, support dress
Put 2, connecting bolt 3, operating platform 4, guard rail 5, split bolt 6, described L-shaped half template 1 is 2 and is applied in combination, between
By the fixing connection of connecting bolt 3, reinforcing composition framed column template with split bolt 6, support means 2 one end is fixed on L-shaped half
In template 1, one end be fixed on ground or construction level flooring, operating platform 4, guard rail 5 are arranged on by 2 L-shaped half templates 1
The upper end of the framed column template of composition, convenient construction personnel's pour concrete is constructed, it is ensured that construction safety.
Described L-shaped half template 1 is stupefied 12 by channel-section steel 11, I shape combination wood, plywood 13, angle steel 14, steel plate 15 form, wherein
Channel-section steel 11 is 2 and facing away from that to be mutually welded and fixed composition by angle steel 14 the most across a certain distance main stupefied, equidistant on channel-section steel 11 is provided with
Some through slotted eyes (scalable is to adapt to different trestle template width B), 2 groups of masters are stupefied (to be had by steel plate and mates with channel-section steel
Slotted eye) 15 be connected with constitute L-shaped U-steel frame；I shape combination wood stupefied 12 is N number of, and one end is solid with channel-section steel 11 by U bolt
Fixed, the other end is fixed with plywood 13 by wood screw.
Described support means 2 by steel channel connector 21, tiltedly in expansion link 22, length adjustment device 23, oblique external extension bar 24,
Anchorage connector 25, fixing bolt 26, buried spring 27, external extension bar 28, interior expansion link 29 form, wherein interior expansion link 22
One end is hinged with channel-section steel 11 by steel channel connector 21, one end is connected, tiltedly with oblique external extension bar 24 by length adjustment device 23
External extension bar 24 other end is hinged with anchorage connector 25；Anchorage connector 25 is by fixing bolt 26 and is embedded in ground in advance
Or the fixing connection of buried spring 27 on construction level flooring；External extension bar 28 one end is hinged with anchorage connector 25, the other end leads to
Crossing length adjustment device 23 to be connected with interior expansion link 29, interior expansion link 29 other end is cut with scissors with channel-section steel 11 by steel channel connector 21
Connect.
A kind of combined frame column template construction method, it is characterised in that include following construction procedure:
1) the frame column construction drawing design framed column template size poured according to plan, its camber H is building floor height-minimum
Deck-molding+200mm, width B are maximum cross-section frame column width+200mm, and calculate the number (spacing) of I shape combination wood stupefied 12, L
The number (spacing) of shape U-steel frame, selection also assembles 2 L-shaped half templates 1 of making.
2) after the frame column complete self-inspection of steel reinforcement cage colligation reporting supervision companies's acceptance(check), 2 L-shaped that will complete
Half template 1 connects with connecting bolt 3 temporarily and pre-fixes together, constitutes framed column template.
3) bore the hole of 4 diameter 8mm at framed column template lower post angle patch inner edge, insert steel bar end, be used for ensureing template
The foundation of root size.
4) by tower crane, framed column template lifting is packed in frame column steel reinforcement cage, lock connecting bolt 3, make frame column mould
The steel bar end being previously inserted is close in plate bottom, it is ensured that formwork root accuracy of gauge.
5) select the position of suitable anchorage connector 25, hole with electric drill, in hole, imbed buried spring 27, with fixing
Buried connector 25 is fixed by bolt 26.
6) by support means 2 one end by steel channel connector 21, the other end hinged with channel-section steel 11 on framed column template and anchor
Earth connection 25 is hinged.
7) by length adjustment device 23 regulate interior expansion link 29, the spacing of external extension bar 28 and tiltedly in expansion link 22,
The tiltedly spacing of external extension bar 24, to adjust the perpendicularity of framed column template, it is ensured that the perpendicularity of frame column and surface smoothness.
8) split bolt 6 is put on PVC plastic pipe, respectively framed column template is reinforced from horizontal, longitudinal, prevent from watering
Build swollen mould during concrete.
9) self-inspection can pouring after reporting supervision companies's acceptance(check).
10) after concrete reaches some strength, first remove support means 2, then remove split bolt 6 and connecting bolt 3 by frame
Trestle template is opened and is divided into 2 L-shaped half templates 1, finally utilizes tower crane by 2 L-shaped half templates 1 respectively from the frame column poured
On hang out.
11) removing the mortar on plywood 13, brushing template curing fluid, in case subsequent region or next floor use.
12) repeating above step, completing subsequent region or the concrete placings of next floor frame column, until completing all floors
The concrete placings of frame column.
13) L-shaped half template 1 is disassembled into parts, deposits in case next engineering uses.
Claims (4)
1. a combined frame column template, including L-shaped half template, support means, connecting bolt, operating platform, guard rail,
Split bolt, it is characterised in that described L-shaped half template is 2 and is applied in combination, between connect, with right by connecting bolt is fixing
Draw screw bolt reinforcing, support means one end to be fixed in L-shaped half template, one end is fixed on ground or construction level flooring, and operation is flat
Platform, guard rail are arranged on the upper end of the framed column template being made up of 2 L-shaped half templates.
A kind of combined frame column template the most according to claim 1, it is characterised in that described L-shaped half template by channel-section steel,
I shape combination wood stupefied, plywood, angle steel, steel plate composition, wherein channel-section steel is 2 and facing away from and welded by angle steel across a certain distance mutually
Fixing constituting main stupefied, equidistant on channel-section steel be provided with some through slotted eyes, 2 groups of masters are stupefied to be connected with constituting L by steel plate
Shape U-steel frame；I shape combination wood is stupefied for N number of, and one end is fixed by U bolt and channel-section steel, the other end passes through wood screw and plywood
Fixing.
A kind of combined frame column template the most according to claim 1, it is characterised in that described support means is by channel-section steel even
Fitting, interior expansion link, length adjustment device, oblique external extension bar, anchorage connector, fixing bolt, buried spring, external extension
Bar, interior expansion link form, wherein tiltedly in expansion link one end is hinged by steel channel connector and channel-section steel, one end is filled by length adjustment
Putting and be connected with oblique external extension bar, the oblique external extension bar other end is hinged with anchorage connector；Anchorage connector by fixing bolt with
It is embedded in the fixing connection of the buried spring on ground or construction level flooring in advance；External extension bar one end and anchorage connector be hinged,
The other end is connected with interior expansion link by length adjustment device, and the interior expansion link other end is hinged with channel-section steel by steel channel connector.
4. realize a kind of combined frame column template construction method described in claim 1, it is characterised in that include following construction
Step:
1) the frame column construction drawing design framed column template size poured according to plan, its camber H is building floor height-minimum deck-molding
+ 200mm, width B are maximum cross-section frame column width+200mm, and calculate the stupefied number (spacing) of I shape combination wood, L-shaped channel-section steel
The number (spacing) of frame, selection also assembles 2 L-shaped half templates of making.
2) after the frame column complete self-inspection of steel reinforcement cage colligation reporting supervision companies's acceptance(check), 2 the L-shaped half modules that will complete
Plate connecting bolt connects temporarily and pre-fixes together, constitutes framed column template.
3) bore the hole of 4 diameter 8mm at framed column template lower post angle patch inner edge, insert steel bar end.
4) by tower crane, framed column template lifting is packed in frame column steel reinforcement cage, lock connecting bolt, make under framed column template
The steel bar end being previously inserted is close in portion.
5) select suitable connector position, anchorage, hole with electric drill, in hole, imbed buried spring, with fixing bolt by buried
Connector is fixed.
6) support means one end is hinged with channel-section steel on framed column template by steel channel connector, the other end cuts with scissors with anchorage connector
Connect.
7) by expansion link in length adjustment device regulation, the spacing of external extension bar and tiltedly in expansion link, oblique external extension bar it
Spacing, to adjust the perpendicularity of framed column template.
8) split bolt is put on PVC plastic pipe, respectively framed column template is reinforced from horizontal, longitudinal.
9) self-inspection can pouring after reporting supervision companies's acceptance(check).
10) after concrete reaches some strength, first remove support means, then remove split bolt and connecting bolt by framed column template
Open and be divided into 2 L-shaped half templates, finally utilize tower crane 2 L-shaped half templates to be hung out from the frame column poured respectively.
11) removing the mortar on plywood, brushing template curing fluid, in case subsequent region or next floor use.
12) repeating above step, completing subsequent region or the concrete placings of next floor frame column, until completing all floor frameworks
The concrete placings of post.
13) L-shaped half template is disassembled into parts, deposits in case next engineering uses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610711774.4A CN106150087B (en) | 2016-08-24 | 2016-08-24 | A kind of combined frame column template and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610711774.4A CN106150087B (en) | 2016-08-24 | 2016-08-24 | A kind of combined frame column template and its construction method |
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| Publication Number | Publication Date |
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| CN106150087A true CN106150087A (en) | 2016-11-23 |
| CN106150087B CN106150087B (en) | 2018-12-04 |
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| CN201610711774.4A Active CN106150087B (en) | 2016-08-24 | 2016-08-24 | A kind of combined frame column template and its construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN107299759A (en) * | 2017-07-10 | 2017-10-27 | 中国五冶集团有限公司 | A kind of method that template is adjusted in skyscraper |
| CN107939042A (en) * | 2017-11-24 | 2018-04-20 | 中匠华湄模板制造有限公司 | A kind of construction method of nothing to the adjustable post template concrete of drawing |
| CN108915153A (en) * | 2018-09-19 | 2018-11-30 | 三筑工科技有限公司 | Assembly concrete superposed column installation method and system |
| CN112727079A (en) * | 2021-01-27 | 2021-04-30 | 北京市住宅产业化集团股份有限公司 | Protection integrated shaping combined type template and construction method |
| CN114412021A (en) * | 2022-01-24 | 2022-04-29 | 安徽富煌钢构股份有限公司 | Wallboard assembly for assembly type building and assembly method |
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| CN203924703U (en) * | 2014-07-08 | 2014-11-05 | 南通市达欣工程股份有限公司 | Chamfered edge important actor hat cone plate |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN107299759A (en) * | 2017-07-10 | 2017-10-27 | 中国五冶集团有限公司 | A kind of method that template is adjusted in skyscraper |
| CN107939042A (en) * | 2017-11-24 | 2018-04-20 | 中匠华湄模板制造有限公司 | A kind of construction method of nothing to the adjustable post template concrete of drawing |
| CN108915153A (en) * | 2018-09-19 | 2018-11-30 | 三筑工科技有限公司 | Assembly concrete superposed column installation method and system |
| CN112727079A (en) * | 2021-01-27 | 2021-04-30 | 北京市住宅产业化集团股份有限公司 | Protection integrated shaping combined type template and construction method |
| CN114412021A (en) * | 2022-01-24 | 2022-04-29 | 安徽富煌钢构股份有限公司 | Wallboard assembly for assembly type building and assembly method |
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| Publication number | Publication date |
|---|---|
| CN106150087B (en) | 2018-12-04 |
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