CN107237492A - The installation method of sizing cylindrical form - Google Patents
The installation method of sizing cylindrical form Download PDFInfo
- Publication number
- CN107237492A CN107237492A CN201710554190.5A CN201710554190A CN107237492A CN 107237492 A CN107237492 A CN 107237492A CN 201710554190 A CN201710554190 A CN 201710554190A CN 107237492 A CN107237492 A CN 107237492A
- Authority
- CN
- China
- Prior art keywords
- typified form
- typified
- waist hoop
- cylindrical form
- matched moulds
- 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 present invention is a kind of installation method for cylindrical form of shaping, and belongs to the method for construction, its operating procedure is as follows：One), preparation of construction, two), the installation of typified form, three), pour, four), form removal；Wherein, typified form is plank sheathing, is customized by template construct producer burst；Waist hoop is made of steel band, and this typified form is installed according to following orders：Formwork → matched moulds → reinforcing, protection；Wherein, formwork：The typified form that burst is customized is buckled into cylindrical form, bottom concrete joint filling, along the height of this cylindrical form, the waist hoop of compartment of terrain installation from the bottom to top；Matched moulds：When the height of cylinder is more than three meters, typified form needs section by section matched moulds up and down, and matched moulds junction needs the fissure of displacement to install and installs waist hoop；Second consolidation, protection：Guard timber, cross bar, vertical pole, vertical rod and diagonal brace is set to be reinforced, protected in the periphery of typified form；Easy, convenient disassembly is not only installed, and can be used for multiple times, reduce cost, quality is improved.
Description
Technical field
The invention belongs to the method for construction, more particularly, to a kind of installation method of typified form.
Background technology
During construction, pouring for circular columns generally uses Arc moulding board, and this Arc moulding board uses glue
Plywood makes, and takes cyclotom to splice, but this construction method can cause template the number of turnover it cannot be guaranteed that, material is seriously unrestrained
Take, while spending a large amount of manpowers, the duration is difficult to ensure, presentation quality is difficult to control to.
The content of the invention
The purpose of the present invention is in view of the above-mentioned problems, proposing a kind of installation method for cylindrical form of shaping, not only structure
Simply, install easily, convenient disassembly, and template clad can area is big, splice less, good toughness, and impact resistance, intensity are high, Ke Yiduo
Secondary Reusability, reduces cost, improves the construction quality of circular columns.
The object of the present invention is achieved like this：A kind of installation method for cylindrical form of shaping, its operating procedure is such as
Under：
One), preparation of construction：
1), the preparation of material：
1., typified form：By design drawing, this sizing cylindrical form (abbreviation typified form) is plank sheathing, by template
Manufacturing factory customizes；
2., waist hoop：According to design, waist hoop 3 is made of steel band, and width × thickness of this waist hoop 3 can be 5cm × 0.05cm,
Reinforce and use when being installed for typified form 2, the screw that screw gun twists fastening is moved with standby electricity on this waist hoop 3；
3., the common lumps of wood：Wide × a height of 5cm × 10cm the lumps of wood can be used；
4., common steel tube.
Two), the installation of typified form：
Typified form is installed according to following orders：Formwork → matched moulds → reinforcing, protection；Wherein：
1), formwork：
The typified form 2 that burst is customized is buckled into cylindrical form, and the base plane of this cylindrical form is from the ground
0.5cm~1cm, and concrete joint filling is used, along the height of this cylindrical form, on the outer peripheral face of this cylindrical form under
Supreme compartment of terrain is installed waist hoop 3 and is simultaneously screwed, and this spacing two-by-two between adjacent waist hoop 3 can be 20cm~30cm；
2), matched moulds：
When the height of cylinder 1 is more than three meters, typified form 2 needs section by section matched moulds, two pieces up and down of matched moulds junction up and down
Typified form 2 need to stagger (stagger perps) installation, arranged in dislocation to ensure the up rightness and globality of cylinder, due to sizing
Template 2 is installation of staggering, and waist hoop 3 (i.e. steel band) must be installed on the position of the horizontal interface of two pieces of typified forms 2 up and down
Reinforced, waist hoop 3 will be covered on interface position horizontally, and ensure that interface position is reinforcing the pars intermedia of waist hoop 3
Position, to strengthen the steadiness of typified form 2, when the waist hoop 3 is installed, is first measured, in stock mould with steel ruler to typified form 2
The surrounding of the sustained height of plate 2 nails on three~tetra- small nails, and then waist hoop 3 is placed on nail, can keep waist hoop 3
Horizontal level, when installing screw, the degree of tightening of each screw will be consistent；
3), reinforce, protect：
1., to typified form second consolidation, protection：
The 2-in-1 mould of typified form (closing up) is simultaneously installed after waist hoop 3, second consolidation, protection is carried out to typified form 2, fixed
Four vertical vertical guard timbers 5 are uniformly arranged on the outer peripheral face of pattern plate 2, this guard timber 5 can use wide × a height of 5cm × 10cm side
It is wooden into, and herein on the lateral surface of four guard timbers 5 compartment of terrain layering from bottom to top setting level and square arrangement
Two cross bar 4-1 and two vertical pole 4-2 fix guard timber 5, cross bar 4-1, vertical pole 4-2 and the embedded bar of bottom or expiring for surrounding
Hall scaffold is connected, meanwhile, the infall two-by-two of vertical pole 4-2, cross bar 4-1 in each layer up and down are fixedly mounted vertical rod 6 and connected
One is connected into, this vertical pole 4-2, cross bar 4-1 and vertical rod 6 can use steel pipe to be made, this adjacent upper lower vertical bar, upper sheer pole two-by-two
Between spacing can be 150cm, meanwhile, between each guard timber 5 and ground along guard timber 5 length direction be arranged at intervals diagonal brace
7, this diagonal brace 7 can be made of steel pipe, typified form 2 can not only so be protected, be reached the effect of second consolidation, Er Qieke
With the pressure of buffering vibration rod, make the concrete quality of pouring more preferable；
2., the reinforcing of cylinder head node typified form：
Typified form 2 can according to in-site installation the need for arbitrarily cut, make the typified form 2 of cylinder head node and fine strain of millet, plate
Template between spliced, for highly less fine strain of millet (explanation：Depth of beam be equal to or less than 750 ㎜ beam for height compared with
Small fine strain of millet), the template of beam is connected with the nailing of typified form 2 of cylinder head node, then installs the lumps of wood and steel pipe reinforcing.
Three), pour：
The typified form 2 of cylinder 1 is installed, reinforces and terminate, after acceptance(check), is poured using general casting craft mixed
Solidifying soil.
Four), form removal：
During form removal, steel pipe (i.e. cross bar 4-1, vertical pole 4-2, the vertical rod 6 reinforcing outside the typified form 2 of cylinder 1 successively
With diagonal brace 7), the lumps of wood (i.e. guard timber 5), steel band (i.e. waist hoop 3) remove, now, typified form 2 is stripped naturally to be opened, if any individual
The template do not opened naturally, it is only necessary to tap and shaken in convex-concave groove interface position batten, typified form 2 just can be certainly
So the demoulding (tight disabled tools are pried open), and carry out 1., the repairing of typified form 2：Typified form 2 is wooden, after use, if occurring
Shadow scratch, breakage, can with putty filling it is smooth after, then sealed with special mending paint, if the larger damage of appearance, can be hammered into
Contract plate, then repaired with putty and mending paint；2., the maintenance of typified form 2：, it is necessary to thoroughly clean in it after the use of typified form 2
Top layer, during cleaning, should not use sharp instruments, in order to avoid the epoxy resin on damage typified form 2 top layer, if typified form
2 need long-term storage, and applying finish on the top layer of typified form 2 is protected by；3., the storage of typified form 2：Typified form 2 is being deposited
It should avoid exposing to the sun and rain during putting, at the construction field (site), typified form 2, which should stand, is stored in smooth drying bed on the ground, such as room
Outer storage, bottom should set × a height of 10cm × 10cm wide no less than three lumps of wood to support.
The installation method of sizing cylindrical form proposed by the invention, is not only simple in structure, installs easy, dismounting side
Just, and template clad can area is big, splice less, good toughness, impact resistance, intensity are high, can multiple Reusability, reduce cost,
Improve the construction quality of circular columns.
The installation method of sizing cylindrical form proposed by the invention is made furtherly in conjunction with drawings and examples
It is bright.
Brief description of the drawings
Fig. 1 is the schematic top plan view when installation method of sizing cylindrical form proposed by the invention is used.
Fig. 2 is the schematic front view when installation method of sizing cylindrical form proposed by the invention is used.
In Fig. 1, Fig. 2：
1st, cylinder 2, typified form 3, waist hoop 4-1, cross bar 4-2, vertical pole 5, guard timber 6, vertical rod 7, diagonal brace
Embodiment
In Maanshan City (Tai Bai main roads) certain Technology Park engineering, a diameter of 700 ㎜ of cylinder, highly be 5.1 meters, construction
The middle installation method for having used sizing cylindrical form proposed by the invention, concrete operation step is as follows：
One), preparation of construction：
1), the preparation of material：
1., typified form：By design drawing, this sizing cylindrical form (abbreviation typified form) is plank sheathing, by template
Manufacturing factory customizes；
2., waist hoop：According to design, waist hoop 3 is made of steel band, and width × thickness of this steel band is 5cm × 0.05cm, for fixed
Reinforce and use when pattern plate 2 is installed, the screw that screw gun twists fastening is moved with standby electricity on this waist hoop 3；
3., the common lumps of wood：Use the wide × a height of 5cm × 10cm lumps of wood；
4., common steel tube.
Two), the installation of typified form：
Sizing~template is installed according to following orders：Formwork → matched moulds → reinforcing, protection；Wherein：
1), formwork：
The typified form 2 that burst is customized is buckled into cylindrical form, and the base plane of this cylindrical form is from the ground
0.5cm~1cm, and concrete joint filling is used, along the height of this cylindrical form, on the outer peripheral face of this cylindrical form under
Supreme compartment of terrain is installed waist hoop 3 and is simultaneously screwed, and this spacing two-by-two between adjacent waist hoop 3 is 20cm~30cm；
2), matched moulds：
When the height of cylinder 1 is more than three meters, typified form 2 needs section by section matched moulds, two pieces up and down of matched moulds junction up and down
Typified form 2 need to stagger (stagger perps) installation, arranged in dislocation to ensure the up rightness and globality of cylinder, due to sizing
Template 2 is installation of staggering, and installation waist hoop 3 (i.e. steel band) is corresponded on the position of the horizontal interface of typified form up and down and is added
Gu, waist hoop 3 (steel band) is covered on interface position horizontally, while interface position is being reinforced the centre of waist hoop 3 (steel band),
To strengthen the steadiness of typified form 2, when this waist hoop 3 (steel band) is installed, first typified form 2 is measured with steel ruler, fixed
The surrounding of the sustained height of pattern plate 2 nails on three~tetra- small nails, and then waist hoop 3 (steel band) is placed on nail, can
The horizontal level of waist hoop 3 (steel band) is kept, when installing screw, the degree of tightening of each screw is consistent；
3), reinforce, protect：
Typified form second consolidation, protection：
The 2-in-1 mould of typified form (closing up) is simultaneously installed after waist hoop 3, second consolidation, protection is carried out to typified form 2, in sizing
Four vertical vertical guard timbers 5, the wide × a height of 5cm × 10cm of this guard timber 5 lumps of wood system are uniformly arranged on the outer peripheral face of template 2
Into, and herein on the lateral surface of four guard timbers 5 the setting level of compartment of terrain layering from bottom to top and two of square arrangement
Cross bar 4-1, two vertical pole 4-2 fix guard timber 5, cross bar 4-1, vertical pole 4-2 and the embedded bar of bottom or the full hall pin of surrounding
Hand cradle is connected, meanwhile, vertical rod 6 is fixedly mounted in every layer of vertical pole 4-2 up and down, cross bar 4-1 infall two-by-two and one is connected into
Body, this vertical pole 4-2, cross bar 4-1 and vertical rod 6 are made of steel pipe, this two-by-two between adjacent upper lower vertical bar, upper sheer pole between
Away from being 150cm, meanwhile, it is arranged at intervals diagonal brace 7, this diagonal brace 7 along the length direction of guard timber 5 between each guard timber 5 and ground
It is made, typified form 2 can not only be so protected of steel pipe, reaches the effect of second consolidation, and can be with buffering vibration
The pressure of rod, makes the concrete quality of pouring more preferable；
The reinforcing of cylinder head node typified form：
Typified form 2 can according to in-site installation the need for arbitrarily cut, make the typified form 2 of cylinder head node and fine strain of millet, plate
Template between spliced, because the height of fine strain of millet is 750 ㎜, the template of beam is connected with the nailing of typified form 2 of cylinder head node,
The lumps of wood is installed again and steel pipe is reinforced.
Three), pour：
The typified form 2 of cylinder 1 is installed, reinforces and terminate, after acceptance(check), is poured using general casting craft mixed
Solidifying soil.
Four), form removal：
During form removal, steel pipe (i.e. vertical pole 4-2, cross bar 4-1, the vertical rod 6 reinforcing outside the typified form 2 of cylinder 1 successively
With diagonal brace 7), the lumps of wood (i.e. guard timber 5), steel band (i.e. waist hoop 3) remove, now, typified form 2 is stripped naturally to be opened, and is not had individually
There is the template that nature opens, shaken as long as being tapped in convex-concave groove interface position batten, typified form 2 just can be stripped naturally
(tight disabled tools are pried open), and carry out 1., the repairing of typified form 2：Typified form 2 is wooden, after use, if there is slight draw
Trace, breakage, can with putty filling it is smooth after, then sealed with general mending paint, if the larger damage of appearance, first hammers into contract plate,
Repaired again with putty and mending paint；2., the maintenance of typified form 2：, it is necessary to thoroughly clean its endosexine after the use of typified form 2,
During cleaning, sharp instruments should not be used, in order to avoid the epoxy resin on damage typified form 2 top layer, if typified form 2 needs length
Phase deposits, and applying finish on the top layer of typified form 2 is protected by；3., the storage of typified form 2：Typified form 2 is in storage process
In should avoid exposing to the sun and rain, at the construction field (site), typified form 2, which should stand, is stored in smooth drying bed on the ground, such as outdoor storage,
Bottom should set × a height of 10cm × 10cm wide no less than three lumps of wood to support.
The installation method of sizing cylindrical form proposed by the invention is applied in this Technology Park engineering, not only
The duration is shortened, and construction quality is significantly improved, the cylinder impression quality of shaping is good, and surface is without quality such as voids and pits
Common fault, therefore obtained Maanshan City's Quality Supervision Station, owner, the consistent favorable comment of supervision companies.
Claims (7)
1. the present invention is a kind of installation method for cylindrical form of shaping, its operating procedure is as follows：
One), preparation of construction：
1), the preparation of material：
1., typified form：By design drawing, this sizing cylindrical form is plank sheathing, and by template construct, producer customizes；
2., waist hoop：According to design, waist hoop (3) is made of steel band, is reinforced and is used when being installed for typified form (2), in this waist hoop
(3) screw that screw gun twists fastening is moved on standby electricity；
3., the common lumps of wood：Use the wide × a height of 5cm × 10cm lumps of wood；
4., common steel tube；
Two), the installation of typified form：
Typified form is installed according to following orders：Formwork → matched moulds → reinforcing, protect → pours → form removal；Wherein：
1), formwork：
The typified form (2) that burst is customized is buckled into cylindrical form, the base plane of this cylindrical form 0.5cm from the ground
~1cm, and use concrete joint filling, along the height of this cylindrical form, on the outer peripheral face of this cylindrical form from the bottom to top
Waist hoop (3) is installed and is screwed in compartment of terrain；
2), matched moulds：
When the height of cylinder (1) is more than three meters, typified form (2) needs section by section matched moulds, two pieces up and down of matched moulds junction up and down
Typified form (2) need to stagger stagger perps installation, arranged in dislocation to ensure the up rightness and globality of cylinder, due to sizing
Template (2) is installation of staggering, and must install waist hoop (3) on the position of the horizontal interface of two pieces of typified forms (2) up and down enters
Row is reinforced, and waist hoop (3) will be covered on interface position horizontally, and ensures that interface position is reinforcing the centre of waist hoop (3)
Position, to strengthen the steadiness of typified form (2), when the waist hoop (3) is installed, is first measured with steel ruler to typified form (2),
Three~tetra- small nails are nailed in the surrounding of the sustained height of typified form (2), then waist hoop (3) are placed on nail, i.e.,
The horizontal level of waist hoop (3) can be kept, when installing screw, the degree of tightening of each screw will be consistent；
3), reinforce, protect：
1., to typified form second consolidation, protection：
Typified form (2) matched moulds is to close up and install after waist hoop (3), second consolidation, protection is carried out to typified form (2), fixed
Four vertical vertical guard timbers (5) are uniformly arranged on the outer peripheral face of pattern plate (2), and herein on the lateral surface of four guard timbers (5)
Compartment of terrain is layered two cross bars (4-1) and two vertical poles (4-2) of setting level and square arrangement to consolidate from bottom to top
Determine guard timber (5), cross bar (4-1), the vertical pole (4-2) of bottom are connected with the full hall scaffold of embedded bar or surrounding, meanwhile,
Every layer of vertical pole (4-2), the infall two-by-two of cross bar (4-1) are fixedly mounted vertical rod (6) and linked into an integrated entity up and down, meanwhile, each
Guard timber (5) is arranged at intervals diagonal brace (7) between ground along the length direction of guard timber (5), so can not only be to typified form (2)
Protected, reach the effect of second consolidation, and the pressure of energy buffering vibration rod, make the concrete quality of pouring more preferable；
2., the reinforcing of cylinder head node typified form：
Typified form (2) can according to in-site installation the need for arbitrarily cut, make the typified form (2) of cylinder head node and fine strain of millet, plate
Template between spliced, for highly less fine strain of millet be depth of beam be equal to or less than 750 ㎜ beam, the template and circle of beam
Typified form (2) nailing connection of column cap node, then the lumps of wood and steel pipe reinforcing are installed；
Three), pour：
The typified form (2) of cylinder (1) is installed, reinforces and terminate, and after acceptance(check), is poured using general casting craft mixed
Solidifying soil；
Four), form removal：
During form removal, it is successively cross bar (4-1), vertical pole (4-2) the steel pipe reinforced outside the typified form (2) of cylinder (1), stands
Bar (6) and diagonal brace (7), the lumps of wood are that guard timber (5), steel band i.e. waist hoop (3) are removed, now, and typified form (2) is stripped naturally to be opened
Open, if any the template do not opened naturally individually, it is only necessary to tap and shaken in convex-concave groove interface position batten, stock mould
Plate (2) just can be stripped naturally, and tight disabled tools are pried open, and carry out 1., the repairing of typified form (2)：Typified form (2) is wood
System, after use, if there is shadow scratch, breakage, can with putty filling it is smooth after, then sealed with mending paint, if occurring larger
Damage, can hammer into contract plate, then repaired with putty and mending paint；2., the maintenance of typified form (2)：After typified form (2) use,
Need thoroughly to clean its endosexine, during cleaning, sharp instruments should not be used, in order to avoid damage typified form (2) top layer
Epoxy resin, if typified form (2) needs long-term storage, applies finish on the top layer of typified form (2) and is protected by；3., stock mould
The storage of plate (2)：Typified form (2) should avoid exposing to the sun and rain during storage, at the construction field (site), and typified form (2) should stand
It is vertical to be stored in smooth drying bed on the ground, such as outdoor storage, bottom should set × a height of 10cm × 10cm's wide no less than three
The lumps of wood is supported.
2. the installation method of sizing cylindrical form according to claim 1, it is characterised in that width × thickness of this steel band
Spend for 5cm × 0.05cm.
3. the installation method of sizing cylindrical form according to claim 1, it is characterised in that this adjacent waist hoop two-by-two
(3) spacing between is 20cm~30cm.
4. the installation method of sizing cylindrical form according to claim 1, it is characterised in that this guard timber (5) width × height
It is made up of the 5cm × 10cm lumps of wood.
5. the installation method of sizing cylindrical form according to claim 1, it is characterised in that this cross bar (4-1), vertical pole
(4-2) and vertical rod (6) are made of steel pipe.
6. the installation method of sizing cylindrical form according to claim 1, it is characterised in that above and below this is adjacent two-by-two
Spacing between vertical pole, upper sheer pole is 150cm.
7. the installation method of sizing cylindrical form according to claim 1, it is characterised in that this diagonal brace (7) uses steel pipe system
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710554190.5A CN107237492A (en) | 2017-07-10 | 2017-07-10 | The installation method of sizing cylindrical form |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710554190.5A CN107237492A (en) | 2017-07-10 | 2017-07-10 | The installation method of sizing cylindrical form |
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| CN107237492A true CN107237492A (en) | 2017-10-10 |
Family
ID=59990344
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| CN201710554190.5A Pending CN107237492A (en) | 2017-07-10 | 2017-07-10 | The installation method of sizing cylindrical form |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108687941A (en) * | 2018-05-21 | 2018-10-23 | 浙江庄辰建筑科技有限公司 | A kind of prefabricated post mold |
| CN108979137A (en) * | 2018-06-29 | 2018-12-11 | 浙江展诚建设集团股份有限公司 | The assembling and disassembling construction method of Round Concrete column composite wooden template |
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
| CN110242043A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template package assembly |
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| CN103184794A (en) * | 2013-03-12 | 2013-07-03 | 杭州二建建设有限公司 | Quick formwork construction method for cylindrical strap type butt splicing wooden template |
| CN203961284U (en) * | 2014-07-16 | 2014-11-26 | 陕西建工第十一建设集团有限公司 | A kind of concrete cylindrical regularization constructing structure |
| CN206245736U (en) * | 2016-12-07 | 2017-06-13 | 北京首钢建设集团有限公司 | A kind of groove and tognue type steel band reinforces wooden round die device |
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| CN103184794A (en) * | 2013-03-12 | 2013-07-03 | 杭州二建建设有限公司 | Quick formwork construction method for cylindrical strap type butt splicing wooden template |
| CN203961284U (en) * | 2014-07-16 | 2014-11-26 | 陕西建工第十一建设集团有限公司 | A kind of concrete cylindrical regularization constructing structure |
| CN206245736U (en) * | 2016-12-07 | 2017-06-13 | 北京首钢建设集团有限公司 | A kind of groove and tognue type steel band reinforces wooden round die device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108687941A (en) * | 2018-05-21 | 2018-10-23 | 浙江庄辰建筑科技有限公司 | A kind of prefabricated post mold |
| CN108979137A (en) * | 2018-06-29 | 2018-12-11 | 浙江展诚建设集团股份有限公司 | The assembling and disassembling construction method of Round Concrete column composite wooden template |
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
| CN110242043A (en) * | 2019-06-26 | 2019-09-17 | 中国五冶集团有限公司 | A kind of wooden circle template package assembly |
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