CN108301618A - A kind of steel and wood composite construction column template and its construction method - Google Patents
A kind of steel and wood composite construction column template and its construction method Download PDFInfo
- Publication number
- CN108301618A CN108301618A CN201810101782.6A CN201810101782A CN108301618A CN 108301618 A CN108301618 A CN 108301618A CN 201810101782 A CN201810101782 A CN 201810101782A CN 108301618 A CN108301618 A CN 108301618A
- Authority
- CN
- China
- Prior art keywords
- steel
- supporting plate
- steel form
- baffle
- constructional column
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- 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
Abstract
A kind of steel and wood composite construction column template and its construction method, including constructional column plank sheathing and the steel form on constructional column plank sheathing, constructional column plank sheathing are fixed on by double steel pipe and split bolt on the outside of constructional column, and constructional column both sides are equipped with wall；Steel form includes steel form ontology, two pieces of triangular baffles disposed in parallel and is fixed on the supporting plate on steel form ontology by hinge, steel form ontology is U-shaped axially symmetric structure, two vertical parts are two pieces of otic placodes, transverse part is connecting plate, supporting plate is set in steel form body recess, supporting plate is connected and fixed by hinge and connecting plate, supporting plate is identical as steel form body thickness, two pieces of triangular baffles are close to be equipped with gap at the upper parallactic angle in two angles of otic placode, gap and otic placode enclose solid into lever card slot, and the lever for consolidating supporting plate for shelves is erected between two lever card slots.The present invention has good promotion and practical value, and will produce good economic benefit after extensive popularization and application.
Description
Technical field
The invention belongs to technical field of building construction more particularly to a kind of steel and wood composite construction column templates and its construction party
Method.
Background technology
It is a vital part in secondary structure construction to pour constructional column concrete, because constructional column is secondary structure wall
Body is poured after the completion of building by laying bricks or stones, and concrete need to be flowed by the horn mouth on top in template, and horn mouth is all using wood at present
After concreting, a triangle concrete block can be left in horn mouth position for template construct, need it is secondary pick chisel, often loudspeaker
Mouth indwelling is too small, and vibrating spear is caused to be not easy to be inserted into, and there are problems that the concrete quality because of bad generation of vibrating.
Invention content
The object of the present invention is to provide a kind of steel and wood composite construction column template and its construction methods, to solve in the prior art
Horn mouth position can leave the technical issues of triangle concrete block, and cause vibrating spear to be not easy to be inserted into because horn mouth indwelling is too small
The technical issues of.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of steel and wood composite construction column template, it is characterised in that：Including constructional column plank sheathing and on constructional column plank sheathing
Steel form, the constructional column plank sheathing are fixed on by split bolt and double steel pipe on the outside of constructional column, and the constructional column both sides are set
There is wall；
The steel form includes steel form ontology, two pieces of triangular baffles disposed in parallel and is fixed on steel form sheet by hinge
Supporting plate on body, the steel form ontology are U-shaped axially symmetric structure, and two vertical parts are two pieces of otic placodes, and transverse part is connecting plate, two pieces of institutes
It states triangular baffle to be respectively perpendicular in the plate face of the otic placode of supporting plate both sides, the wherein a line of triangular baffle is close to ear
Plate, the opposite side of two pieces of otic placodes and two pieces of opposite plate faces of the triangular baffle are concordant, and the triangular baffle is not
The baffle for support supporting plate, the baffle Vertical Triangular gear are equipped on when being close to two the next in of setting with otic placode
Plane where plate；
The supporting plate be set to steel form body recess in, the supporting plate is connected and fixed by hinge and connecting plate, the supporting plate and
Steel form body thickness is identical, supporting plate upper surface absolute altitude be greater than or equal to steel form ontology vertical part upper surface absolute altitude, two pieces
The triangular baffle is close to be equipped with gap at the upper parallactic angle in two angles of otic placode, and the gap encloses solid into lever with otic placode
Card slot is erected with the lever for consolidating supporting plate for shelves between two lever card slots.
It is further preferred that being equipped with levelling reinforcing bar and looking for flat, the looking for flat and levelling steel on every piece of otic placode
Muscle is each perpendicular to plane where triangular baffle, and the levelling reinforcing bar is set to above looking for flat, the looking for flat bottom surface and punching block
Plate ontology bottom surface flushes.
Further, the steel form is made by 3mm steel plates.
Further, the triangular baffle is square baffle, and one of triangular baffle right-angle side is close to ear
Plate is arranged, and the baffle is set on the next side of triangular baffle.
Further, parallactic angle is 30 ° ~ 45 ° under the triangular baffle.
In addition, the levelling bar diameter is 10mm, levelling plate thickness is 10mm.
It is further preferred that the high 180mm ~ 200mm of U-type groove in the steel form ontology.
A kind of construction method of steel and wood composite construction column template, which is characterized in that include the following steps：
Step 1: template is installed：Steel form is mounted on by vertical flitch above constructional column plank sheathing, ensures the steel of steel form
The lower edge of stencil body is aligned with the upper edge of constructional column plank sheathing, is fixed with a vertical flitch on each otic placode, described in two
Vertical flitch nail is fixed on constructional column both sides on plank sheathing, and by split bolt and lateral steel pipe；
Step 2: casting concrete：Lever is picked up, supporting plate is transferred to baffle, from supporting plate inside casting concrete, and is inserted into
Vibrating spear vibrates, and waits at the top of concreting to constructional column, position originally parallel with constructional column will be turned on supporting plate, by lever
It is inserted into two lever card slots, supporting plate is thus attributed to original position；
Step 3: form removal：Second day after casting concrete, steel form is removed, and repetition is used in turn, thus originally
A kind of steel and wood composite constructional column template construction is invented to finish
Compared with prior art the invention has the characteristics that and advantageous effect：
The present invention can be made to avoid horn mouth in the prior art of plank sheathing, needed secondary pick to dig horn mouth concrete, vibrated
Stick is not easy to be inserted into, and easily because the bad concrete quality that leads to the problem of that vibrates is bad, and making is easy to use, can have enough to meet the need.
Steel form horn mouth supporting plate of the present invention is rotatable, and two kinds of different operating modes are fed and closed by concrete, realize structure
It makes column one-pass molding, be not required to pick chisel, loudspeaker open height can be inserted into 35 vibrating spears, realize vibration compacting, disposable make can be multiple
It is used in turn.
The present invention has the characteristics that safety, is applicable in, and has good promotion and practical value, and can be produced after extensive popularization and application
Raw good economic benefit.
Description of the drawings
Fig. 1 is the dimensional structure diagram that a kind of steel and wood composite of the present invention constructs column template；
Fig. 2 is the attachment structure schematic diagram of triangular baffle of the present invention and otic placode；
Fig. 3 is the side view that a kind of steel and wood composite of the present invention constructs column template；
Fig. 4 is the vertical view that a kind of steel and wood composite of the present invention constructs column template；
Fig. 5 is the structural schematic diagram for the specific embodiment that a kind of steel and wood composite of invention constructs column template.
Reference numeral：1- steel form ontologies；11- otic placodes；12- connecting plates；2- hinges；3- supporting plates；4- walls；5- is vertically wooden
Side；7- triangular baffles；13- baffles；The levelling reinforcing bars of 14-；15- card slots；16- levers；17- looking for flat；18- transverse direction steel pipes；19-
Constructional column plank sheathing.
Specific implementation mode
Technological means, character of innovation, reached purpose and effect to make the present invention realize are easy to understand, below to this
Invention further illustrates.
The embodiment recorded herein is the specific specific implementation mode of the present invention, for illustrating design of the invention,
It is explanatory and illustrative, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Outside embodiment, those skilled in the art can also based on the application claims and specification disclosure of that using aobvious and
The other technical solutions being clear to, these technical solutions include any obvious using making for the embodiment to recording herein
The technical solution of substitutions and modifications.
A kind of steel and wood composite construction column template, as shown in figure 5, including constructional column plank sheathing 19 and being set to constructional column plank sheathing
Steel form on 19, by split bolt 3 and 18 constructional column of lateral steel pipe outside, constructional column both sides are equipped with constructional column plank sheathing 19
Wall 4；
As shown in figs. 1 and 3, steel form includes 1, two piece of triangular baffle 7 disposed in parallel of steel form ontology and is consolidated by hinge 2
The supporting plate 3 being scheduled on steel form ontology 1, steel form ontology 1 are U-shaped axially symmetric structure, and two vertical parts are two pieces of otic placodes 11, and transverse part is
Connecting plate 12, two pieces of triangular baffles 7 are respectively perpendicular in the plate face of the otic placode 11 of 3 both sides of supporting plate, triangular baffle 7 its
Middle a line is close to otic placode 11, and the opposite side of two pieces of otic placodes 11 is concordant with two pieces of opposite plate faces of triangular baffle 7, triangle
The baffle 13 for support supporting plate 3 is equipped on when baffle 7 is not close to two the next in of setting with otic placode 11, baffle 13 hangs down
7 place plane of rectangular triangle baffle；
As shown in figure 4, supporting plate 3 is set in 1 groove of steel form ontology, supporting plate 3 is connected and fixed by hinge 2 and connecting plate 12, support
Plate 3 is identical as 1 thickness of steel form ontology, and 3 upper surface absolute altitude of supporting plate is greater than or equal to 1 vertical part upper surface absolute altitude of steel form ontology,
, can only be contour when top is without beam, otherwise overturn to get on.As shown in Fig. 2, two pieces of triangular baffles 7 are close to two of otic placode 11
It is equipped with gap at upper parallactic angle in angle, gap and otic placode 11 enclose solid into lever card slot 15, are set up between two lever card slots 15
It is useful for the lever 16 that shelves consolidate supporting plate 3, lever 16 is 8 reinforcing bars of ф.
Levelling reinforcing bar 14 and looking for flat 17 are equipped on every piece of otic placode 11, looking for flat 17 and levelling reinforcing bar 14 are vertical
In 7 place plane of triangular baffle, levelling reinforcing bar 14 is set to 17 top of looking for flat, 17 bottom surface of looking for flat and 1 bottom of steel form ontology
Face flushes, and steel form is made by 3mm steel plates, triangular baffle 7 be square baffle, wherein the one of triangular baffle 7
A right-angle side is close to the setting of otic placode 11, and baffle 13 is set on the next side of triangular baffle 7, and 7 times parallactic angles of triangular baffle are 30 °
~ 45 °, 14 a diameter of 10mm of levelling reinforcing bar, 17 thickness of looking for flat is 10mm, the high 180mm ~ 200mm of U-type groove in steel form ontology 1,
Because plank sheathing generally selects 13mm slabs, punching block 3mm+ looking for flat（Levelling reinforcing bar）10mm is equal to wooden model plate thickness, practical application
Middle thickness can be selected voluntarily as needed, and levelling reinforcing bar is more easy to obtain and process at the construction field (site), so top selects reinforcing bar to look for
Flat, lower part with plank sheathing since it is desired that dock, so selecting steel plate levelling.
A kind of construction method of steel and wood composite construction column template, which is characterized in that include the following steps：
Step 1: installation steel form：Steel form is mounted on 19 top of constructional column plank sheathing by vertical flitch 5, ensures punching block
The lower edge of the steel form ontology 1 of plate is aligned with the upper edge of constructional column plank sheathing 19, is blocked with a vertical flitch 5 on each otic placode 11
Gu two vertical nails of flitch 5 are fixed on constructional column both sides on plank sheathing, and by split bolt 3 and lateral steel pipe 18.Step
Two, casting concrete：Lever 16 is picked up, by the decentralization to baffle 13 of supporting plate 3, from 3 inside casting concrete of supporting plate, and is inserted into and shakes
Tamper vibrates, and waits at the top of concreting to constructional column, position originally parallel with constructional column will be turned on supporting plate 3, by lever
16 are inserted into two lever card slots 15, and supporting plate 3 is thus attributed to original position；
Step 3: form removal：Second day after casting concrete, steel form is removed, and repetition is used in turn, thus originally
A kind of steel and wood composite constructional column template construction is invented to finish
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, all in the spirit and principles in the present invention
Within, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (8)
1. a kind of steel and wood composite constructs column template, it is characterised in that：Including constructional column plank sheathing（19）With set on constructional column wooden model
Plate（19）On steel form, the constructional column plank sheathing（19）Pass through split bolt（3）With lateral steel pipe（18）It is fixed on construction
On the outside of column, the constructional column both sides are equipped with wall（4）；
The steel form includes steel form ontology（1）, two pieces of triangular baffles disposed in parallel（7）With pass through hinge（2）It is fixed
In steel form ontology（1）On supporting plate（3）, the steel form ontology（1）For U-shaped axially symmetric structure, two vertical parts are two pieces of otic placodes
（11）, transverse part is connecting plate（12）, two pieces of triangular baffles（7）It is respectively perpendicular and is set to supporting plate（3）The otic placode of both sides（11）
Plate face on, triangular baffle（7）Wherein a line be close to otic placode（11）, two pieces of otic placodes（11）Opposite side and two
Triangular baffle described in block（7）Opposite plate face is concordant, the triangular baffle（7）Not with otic placode（11）It is close to two of setting
It is equipped on when the next in and is used for support supporting plate（3）Baffle（13）, the baffle（13）Vertical Triangular baffle（7）Place
Plane；
The supporting plate（3）Set on steel form ontology（1）In groove, the supporting plate（3）Pass through hinge（2）With connecting plate（12）Connection
It is fixed, the supporting plate（3）With steel form ontology（1）Thickness is identical, the supporting plate（3）Upper surface absolute altitude is greater than or equal to steel form
Ontology（1）Vertical part upper surface absolute altitude, two pieces of triangular baffles（7）It is close to otic placode（11）Two angles in upper parallactic angle at set
There are gap, the gap and otic placode（11）Solid is enclosed into lever card slot（15）, two lever card slots（15）Between be erected with and be used for
The solid supporting plate of shelves（3）Lever（16）.
2. a kind of steel and wood composite as described in claim 1 constructs column template, it is characterised in that：Every piece of otic placode（11）It is upper equal
Equipped with levelling reinforcing bar（14）And looking for flat（17）, the looking for flat（17）With levelling reinforcing bar（14）It is each perpendicular to triangular baffle
（7）Place plane, the levelling reinforcing bar（14）Set on looking for flat（17）Top, the looking for flat（17）Bottom surface and steel form ontology
（1）Bottom surface flushes.
3. a kind of steel and wood composite as described in claim 1 constructs column template, it is characterised in that：The steel form is by 3mm thickness steel
Plate is made.
4. a kind of steel and wood composite as described in claim 1 constructs column template, it is characterised in that：The triangular baffle（7）For
Square baffle, triangular baffle（7）One of right-angle side be close to otic placode（11）Setting, the baffle（13）Set on triangle
Shape baffle（7）The next side on.
5. a kind of steel and wood composite as described in claim 1 constructs column template, it is characterised in that：The triangular baffle（7）Under
Parallactic angle is 30 ° ~ 45 °.
6. a kind of steel and wood composite as claimed in claim 2 constructs column template, it is characterised in that：The levelling reinforcing bar（14）Diameter
For 10mm, looking for flat（17）Thickness is 10mm.
7. a kind of steel and wood composite as described in claim 1 constructs column template, it is characterised in that：The steel form ontology（1）U
High 180mm ~ the 200mm of type groove.
8. a kind of construction method of steel and wood composite construction column template as described in claim 1 ~ 7 any one, which is characterized in that
Include the following steps：
Step 1: template is installed：Steel form is passed through into vertical flitch（5）Mounted on constructional column plank sheathing（19）Top ensures steel
The steel form ontology of template（1）Lower edge and constructional column plank sheathing（19）Upper edge alignment, each otic placode（11）It is upper to be erected with one
To flitch（5）It fixes, two vertical flitches（5）Nail passes through split bolt on plank sheathing（3）With lateral steel pipe（18）
It is fixed on constructional column both sides；
Step 2: casting concrete：Pick up lever（16）, by supporting plate（3）It transfers to baffle（13）On, from supporting plate（3）It pours inside
Concrete is built, and is inserted into vibrating spear and vibrates, is waited at the top of concreting to constructional column, by supporting plate（3）On turn to originally with construction
The parallel position of column, by lever（16）It is inserted into two lever card slots（15）It is interior, thus by supporting plate（3）It is attributed to original position；
Step 3: form removal：Second day after casting concrete, steel form is removed, and repetition is used in turn, thus originally
A kind of steel and wood composite constructional column template construction is invented to finish.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810101782.6A CN108301618A (en) | 2018-02-01 | 2018-02-01 | A kind of steel and wood composite construction column template and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810101782.6A CN108301618A (en) | 2018-02-01 | 2018-02-01 | A kind of steel and wood composite construction column template and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108301618A true CN108301618A (en) | 2018-07-20 |
Family
ID=62851093
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810101782.6A Pending CN108301618A (en) | 2018-02-01 | 2018-02-01 | A kind of steel and wood composite construction column template and its construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108301618A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138274A (en) * | 2018-10-17 | 2019-01-04 | 陕西建工集团有限公司 | A kind of filling wall construction column construction method |
| CN111005555A (en) * | 2018-12-27 | 2020-04-14 | 中国二十冶集团有限公司 | Duckbill template at shoulder brake position of horizontal construction joint of reverse construction method outer wall and use method of duckbill template |
| CN111058632A (en) * | 2019-11-28 | 2020-04-24 | 中冶天工集团天津有限公司 | Constructional column formwork supporting dustpan opening device and construction method thereof |
| CN112144868A (en) * | 2020-09-16 | 2020-12-29 | 北京九洋建设工程有限公司 | Secondary structure constructional column template |
| CN112663950A (en) * | 2021-01-04 | 2021-04-16 | 中建一局集团建设发展有限公司 | Cast-in-place column top closed horn mouth device and construction method thereof |
| CN114412155A (en) * | 2021-12-30 | 2022-04-29 | 上海建工五建集团有限公司 | Climbing frame hole repairing formwork system with decorative strips for prefabricated outer wall and repairing method |
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| CN204571310U (en) * | 2015-05-06 | 2015-08-19 | 中冶建工集团有限公司 | Instrument is built in constructional column drainage |
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| CN107327140A (en) * | 2017-07-26 | 2017-11-07 | 中建八局第二建设有限公司 | A kind of masonry constructional column pours mouth template |
| CN206873929U (en) * | 2017-06-07 | 2018-01-12 | 广西建工集团第二安装建设有限公司 | Combined live tears bucket mould open at the top of a kind of constructional column |
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| US1430376A (en) * | 1922-01-16 | 1922-09-26 | Charles H Hopmann | Form for concrete columns |
| CN203603466U (en) * | 2013-12-13 | 2014-05-21 | 中国建筑第四工程局有限公司 | Improved simple constructional column pouring funnel |
| CN204571310U (en) * | 2015-05-06 | 2015-08-19 | 中冶建工集团有限公司 | Instrument is built in constructional column drainage |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138274A (en) * | 2018-10-17 | 2019-01-04 | 陕西建工集团有限公司 | A kind of filling wall construction column construction method |
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| CN111005555A (en) * | 2018-12-27 | 2020-04-14 | 中国二十冶集团有限公司 | Duckbill template at shoulder brake position of horizontal construction joint of reverse construction method outer wall and use method of duckbill template |
| CN111058632A (en) * | 2019-11-28 | 2020-04-24 | 中冶天工集团天津有限公司 | Constructional column formwork supporting dustpan opening device and construction method thereof |
| CN112144868A (en) * | 2020-09-16 | 2020-12-29 | 北京九洋建设工程有限公司 | Secondary structure constructional column template |
| CN112144868B (en) * | 2020-09-16 | 2022-02-01 | 北京九洋建设工程有限公司 | Secondary structure constructional column template |
| CN112663950A (en) * | 2021-01-04 | 2021-04-16 | 中建一局集团建设发展有限公司 | Cast-in-place column top closed horn mouth device and construction method thereof |
| CN114412155A (en) * | 2021-12-30 | 2022-04-29 | 上海建工五建集团有限公司 | Climbing frame hole repairing formwork system with decorative strips for prefabricated outer wall and repairing method |
| CN114412155B (en) * | 2021-12-30 | 2023-11-17 | 上海建工五建集团有限公司 | Climbing frame hole repairing template system with decorative strips for prefabricated outer wall and repairing method |
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Application publication date: 20180720 |
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