CN105971272B - Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method - Google Patents
Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method Download PDFInfo
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- CN105971272B CN105971272B CN201610482232.4A CN201610482232A CN105971272B CN 105971272 B CN105971272 B CN 105971272B CN 201610482232 A CN201610482232 A CN 201610482232A CN 105971272 B CN105971272 B CN 105971272B
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- diagonal brace
- aluminum alloy
- alloy pattern
- pattern plate
- floor
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Abstract
The present invention relates to a kind of assembled aluminum template masonry shearwalls reinforced concrete structural column, mainly include：Lower floor's floor, structure reserving rib, PVC sleeve pipes, U-shaped screw rod, diagonal brace pedestal, diagonal brace pedestal floor, diagonal brace, retractor device, aluminum dipping form back cord, backing plate, Screw arbor with nut at both-ends, charging aperture, sealing plate, aluminum dipping form rotating shaft, upper strata floor, complete side aluminum alloy pattern plate, the side aluminum alloy pattern plate that punches, reinforced mesh, reinforced concrete structural column, diagonal brace top connecting shaft, diagonal brace bottom connecting shaft, marine glue, backing plate floor, masonry shearwalls, manual switchgroup and bolt.Main construction procedure includes：1）PVC sleeve pipe pre-embeddings；2）Pedestal is installed；3）Aluminum alloy pattern plate is installed；4）Diagonal brace is installed；5）Concreting；6）Form removable.Construction method of the present invention has simple to operate, and support system rigidity is big, does not destroy constructional column and wall, and the advantages that convenient disassembly, has preferable economic technology benefit.
Description
Technical field
The present invention relates to masonry shearwalls reinforced concrete structural column and construction method.
Technical background
It is widely used in the skyscraper of aluminum alloy pattern plate abroad, its deadweight is smaller than steel form, bearing capacity ratio plank sheathing
Greatly, the concrete surface flatness poured is good, and concrete forming is excellent, and service life is long, the number of turnover is more, high financial profit.
Although the once input of aluminum alloy pattern plate is big, its number of turnover is more, loss is small, overall comprehensive benefit than at present frequently with wooden model
Plate, steel form are superior, therefore it is by as the principal mode of future architecture industry template.
Conventional assembled aluminum structure of transvers plate post formwork system is the form that Screw arbor with nut at both-ends is set between aluminum alloy pattern plate, aluminum alloy pattern plate
To be fixed by the Screw arbor with nut at both-ends of wall pre-embedded, the formwork system can keep the uniform of template stress, and rigidity is larger, convenient disassembly,
But hole can be left in component surface after the formwork system form removal, it is necessary to which follow-up recharge construction, adds process, in addition to filling out
Filling wall also has destruction, influences follow-up wall decoration construction；Conventional filling wall construction post concreting is often because operation is empty
Between it is small, to shaft concrete especially top concrete vibrating not enough cause mass defect.
In consideration of it, how to pass through influence and concrete of some technical measures reduction aluminum alloy pattern plate formwork system to component damage
Defect is poured, the problem of being a urgent need to resolve.
The content of the invention
It is an object of the invention to provide a kind of assembled aluminum template masonry shearwalls reinforced concrete structural column.
To achieve the above object, present invention employs following technical scheme：
A kind of assembled aluminum template masonry shearwalls reinforced concrete structural column, it is characterised in that mainly include：Lower floor
Plate（1）, structure reserving rib（2）, PVC sleeve pipes（3）, U-shaped screw rod（4）, diagonal brace pedestal（5）, diagonal brace pedestal floor（6）, diagonal brace
（7）, retractor device（8）, aluminum dipping form back cord（9）, backing plate（10）, Screw arbor with nut at both-ends（11）, charging aperture（12）, sealing plate（13）, aluminum dipping form
Rotating shaft（14）, upper strata floor（15）, complete side aluminum alloy pattern plate（16）, punch side aluminum alloy pattern plate（17）, reinforced mesh（18）, diagonal brace top
Connecting shaft（20）, diagonal brace bottom connecting shaft（21）, marine glue（22）, backing plate floor（23）, masonry shearwalls（24）With open manually
Close device（25）；Complete side aluminum alloy pattern plate（16）With the side aluminum alloy pattern plate that punches（17）Pass through Screw arbor with nut at both-ends（11）It is fixedly connected；Complete side
Aluminum alloy pattern plate（16）With the side aluminum alloy pattern plate that punches（17）Outside is provided with aluminum dipping form back cord（9）, aluminum dipping form back cord（9）Upper spaced set backing plate
（10）, backing plate（10）It is upper to have for connecting diagonal brace top connecting shaft（20）Backing plate floor（23）；Lower floor's floor（1）It is interior pre-buried
PVC sleeve pipes（3）, PVC sleeve pipes（3）Inside set U-shaped screw rod（4）, diagonal brace pedestal（5）Pass through U-shaped screw rod（4）It is fixed on lower floor's floor
（1）On, diagonal brace pedestal（5）On be welded with diagonal brace pedestal floor（6）；Diagonal brace（7）It is provided with the flexible dress for being used for adjusting its length
Put（8）, diagonal brace（7）One end pass through diagonal brace bottom connecting shaft（21）With diagonal brace pedestal floor（6）Connection, the other end pass through diagonal brace
Top connecting shaft（20）With backing plate floor（23）Connection；Punch side aluminum alloy pattern plate（17）Bottom sets charging aperture（12）, charging aperture
（12）Inner side sets manual switchgroup（25）, manual switchgroup（25）Connect charging aperture（12）The sealing plate of inner side（13）,
Reinforced mesh（18）Pass through aluminum dipping form rotating shaft（14）It is connected to the side aluminum alloy pattern plate that punches（17）Outside, complete side aluminum alloy pattern plate（16）With punch
Side aluminum alloy pattern plate（17）With masonry shearwalls（24）Contact position marine glue（22）Sealing.
Further, described charging aperture（12）Angle is 45 °.
Present invention also offers the construction method of assembled aluminum template masonry shearwalls reinforced concrete structural column, its feature
Including following construction procedure：
1) PVC sleeve pipes（3）It is pre-buried：Surveying setting-out is first carried out before pre-buried, determines pre-buried position, PVC sleeve pipes（3）In lower floor
Floor（1）It is pre-buried before concreting, adopt and be screwed after pre-buried；
2) pedestal is installed：Diagonal brace pedestal（5）Before installation, first in diagonal brace pedestal（5）Symmetrical diagonal brace pedestal with holes is welded above
Floor（6）, and drilled above, aperture and U-shaped screw rod（4）Match, with bolt by the screw rod of upper end after the installation of diagonal brace pedestal
It is fixed；
3) aluminum alloy pattern plate is installed：Aluminum alloy pattern plate installs front upper and lower both ends and sets Screw arbor with nut at both-ends through walls（11）, inside aluminum alloy pattern plate
PVC sleeve pipes are set（3）, Screw arbor with nut at both-ends（11）Through PVC sleeve pipes（3）, it is fixed on masonry shearwalls（24）Outside；A selected side form
Plate punches, in the side aluminum alloy pattern plate that punches（17）Bottom sets charging aperture（12）, on top, pressure relief opening is set；
4) diagonal brace（7）Installation：Diagonal brace（7）In a pre-installation, first retractor device is passed through in the reserved connection hole in both ends（8）Adjust
Save diagonal brace（7）Length is to correct position, diagonal brace bottom connecting shaft（21）Through diagonal brace（7）Lower stomidium, both ends are fixed on diagonal brace base
Seat floor（6）On, diagonal brace top connecting shaft（20）Through diagonal brace（7）Upper end hole, both ends are fixed on backing plate floor（23）On；Diagonal brace
（7）After installing, aluminum alloy pattern plate and masonry shearwalls（24）Contact position marine glue（22）Sealing；
5) concreting：Before concreting, manual switchgroup is first passed through（25）Open charging aperture（12）, use
Fastener fixes the reinforced mesh on top（18）, after pouring, it is operated with manual switches device（25）Put down sealing plate（13）；
6) aluminum alloy pattern plate is removed：First take out Screw arbor with nut at both-ends up and down（11）, then pass through retractor device（8）Reduce diagonal brace（7）'s
Length, make aluminum alloy pattern plate toward two side to overturn extremely can standing operation position, finally carry out aluminum alloy pattern plate and diagonal brace pedestal（5）Dismounting.
The present invention has the characteristics of following and beneficial effect：
(1) in aluminum alloy pattern plate peripheral hardware aluminum dipping form back cord, aluminum dipping form back cord peripheral hardware diagonal brace, flexible by diagonal brace fixes aluminum alloy pattern plate,
Component can be protected not to be damaged well in the case where improving rigidity.
(2) charging aperture and pressure relief opening are opened up on aluminum alloy pattern plate, using jacking no-vibration concrete pouring technique, is improved
The pouring quality of shaft concrete.
(3) diagonal brace is telescopic rod, can meet the formwork need of different height different angle by the regulation of retractor device
Ask, efficiency of construction is improved.
Brief description of the drawings
Fig. 1 is assembled aluminum template masonry shearwalls reinforced concrete structural column structural representation.
Fig. 2 is A portions enlarged drawing in Fig. 1（Pressure release gas outlet）That is organigram.
Fig. 3 is B portions enlarged drawing in Fig. 1（Charging aperture）Organigram.
Fig. 4 is constructional column overlooking the structure diagram.
Fig. 5 is construction flow chart.
In figure：1. lower floor's floor；2. structure reserving rib；3.PVC sleeve pipes；4.U type screw rods；5. diagonal brace pedestal；6. diagonal brace base
Seat floor；7. diagonal brace；8. retractor device；9. aluminum dipping form back cord；10. backing plate；11. Screw arbor with nut at both-ends；12. charging aperture；13. sealing plate；
14. aluminum dipping form rotating shaft；15. upper strata floor；16. complete side aluminum alloy pattern plate；17. punch side aluminum alloy pattern plate；18. reinforced mesh；19. reinforcing bar mixes
Coagulate native constructional column；20. diagonal brace top connecting shaft；21. diagonal brace bottom connecting shaft；22. marine glue；23. backing plate floor；24. building block
Fill wall；25. manual switchgroup；26. bolt.
Embodiment
In this implementation such as present embodiment welding for steel structure technique, bolt connection construction technology, template-setup technique just not
Stated tired, emphasis illustrates that the present invention relates to the embodiment of structure.
Embodiment 1
Fig. 1 is assembled aluminum template masonry shearwalls reinforced concrete structural column structural representation.Fig. 2 is A portions in Fig. 1
Enlarged drawing（Pressure release gas outlet）That is organigram.Fig. 3 is B portions enlarged drawing in Fig. 1（Charging aperture）Organigram.Fig. 4 is structure
Make post overlooking the structure diagram.Fig. 5 is construction flow chart.
Assembled aluminum template masonry shearwalls reinforced concrete structural column as shown in Figure 1, including：Lower floor's floor 1, structure
Reserving rib 2, PVC sleeve pipes 3, U-shaped screw rod 4, diagonal brace pedestal 5, diagonal brace pedestal floor 6, diagonal brace 7, retractor device 8, aluminum dipping form back cord 9,
Backing plate 10, Screw arbor with nut at both-ends 11, charging aperture 12, sealing plate 13, aluminum dipping form rotating shaft 14, upper strata floor 15, complete side aluminum alloy pattern plate 16, punch
Side aluminum alloy pattern plate 17, reinforced mesh 18, diagonal brace top connecting shaft 20, diagonal brace bottom connecting shaft 21, marine glue 22, backing plate floor 23,
Masonry shearwalls 24 and manual switchgroup 25.
Complete side aluminum alloy pattern plate 16 is fixedly connected with the side aluminum alloy pattern plate 17 that punches by Screw arbor with nut at both-ends 11；The He of complete side aluminum alloy pattern plate 16
The outside of side aluminum alloy pattern plate 17 that punches is provided with aluminum dipping form back cord 9, spaced set backing plate 10 on aluminum dipping form back cord 9, with being used on backing plate 10
Connect the backing plate floor 23 of diagonal brace top connecting shaft 20.Aluminum alloy pattern plate back cord 9 can be arranged on aluminum alloy pattern plate along height by 400 ~ 600mm spacing
Spend direction.
Pre-buried PVC sleeve pipes 3 in lower floor's floor 1, U-shaped screw rod 4 is set in PVC sleeve pipes 3, and diagonal brace pedestal 5 is solid by U-shaped screw rod 4
Due on lower floor's floor 1, being welded with diagonal brace pedestal floor 6 on diagonal brace pedestal 5；Diagonal brace 7, which is provided with, to be used to adjust stretching for its length
Compression apparatus 8, one end of diagonal brace 7 are connected by diagonal brace bottom connecting shaft 21 with diagonal brace pedestal floor 6, and the other end passes through diagonal brace top
Connecting shaft 20 is connected with backing plate floor 23；Punch the bottom of side aluminum alloy pattern plate 17 setting charging aperture 12, and the inner side of charging aperture 12 sets manual
Switching device 25, manual switchgroup 25 connect the sealing plate 13 of the inner side of charging aperture 12, and reinforced mesh 18 passes through aluminum dipping form rotating shaft 14
The outside of side aluminum alloy pattern plate 17 that punches is connected to, complete side aluminum alloy pattern plate 16 and the side aluminum alloy pattern plate 17 that punches are used with the contact position of masonry shearwalls 24
Marine glue 22 seals.
The shape of sealing plate 13 is consistent with the shape of charging aperture 12, is circle, and the diameter of sealing plate 13 is bigger by 2 than the diameter of charging aperture 12
~ 5mm, through manual switchgroup 25, the spanner for being operated with manual switches the outside of device 25 adjusts rising and falling for sealing plate 13 for rotating shaft.
Embodiment 2
As shown in figure 5, constructed using the assembled aluminum template masonry shearwalls reinforced concrete structural column of embodiment 1
The method of post construction, including following construction procedure：
1) PVC sleeve pipes 3 are pre-buried：Surveying setting-out is first carried out before pre-buried, determines pre-buried position, PVC sleeve pipes 3 should be in lower floor's floor
Pre-buried before 1 concreting, dimensions is adopted after pre-buried and is screwed depending on the size of tension member；
2) pedestal is installed：Before diagonal brace pedestal 5 is installed, symmetrical diagonal brace pedestal floor with holes is first welded on diagonal brace pedestal 5
6, and drilled above, aperture matches with U-shaped screw rod 4, is fixed the screw rod of upper end with bolt after the installation of diagonal brace pedestal；
3) aluminum alloy pattern plate is installed：Aluminum alloy pattern plate installs front upper and lower both ends and sets Screw arbor with nut at both-ends 11 through walls, is set inside aluminum alloy pattern plate
PVC sleeve pipes 3 are put, Screw arbor with nut at both-ends 11 passes through PVC sleeve pipes 3, is fixed on the outside of masonry shearwalls 24, then selectes a side template and opens
Hole, punching, the bottom of side aluminum alloy pattern plate 17 sets charging aperture 12, pressure relief opening is set on top, using wall form unit, according to construction
Pillar height degree can be selected 300mm, 350mm, 400mm equal modulus, and the unit modulus of selection should be greater than the height of constructional column；
4) diagonal brace 7 is installed：Diagonal brace 7 in a pre-installation, first in the reserved connection hole in both ends, diagonal brace 7 is adjusted by retractor device 8
Length to correct position, diagonal brace bottom connecting shaft 21 passes through 7 times stomidiums of diagonal brace, and both ends are fixed on diagonal brace pedestal floor 6, connection
The fixation of axle can be fixed using bolt, and diagonal brace top connecting shaft 20 passes through the upper end hole of diagonal brace 7, and both ends are fixed on backing plate floor 23
On；After diagonal brace 7 installs, aluminum alloy pattern plate seals with the contact position marine glue 22 of masonry shearwalls 24；
5) concreting：Before concreting, first pass through manual switchgroup 25 and open charging aperture 12, with fastening
Part fixes the reinforced mesh 18 on top, after pouring, is operated with manual switches device 25 and puts down sealing plate 13；
6) aluminum alloy pattern plate is removed：Screw arbor with nut at both-ends 11 up and down is first taken out, then reduces the length of diagonal brace 7 by retractor device 8, makes
Aluminum alloy pattern plate toward two side to overturn extremely can standing operation position, finally carry out the dismounting of aluminum alloy pattern plate and diagonal brace pedestal 5.
Claims (2)
1. assembled aluminum template masonry shearwalls reinforced concrete structural column construction method, its feature include following construction procedure：
1) PVC sleeve pipes（3）It is pre-buried：Surveying setting-out is first carried out before pre-buried, determines pre-buried position, PVC sleeve pipes（3）In lower floor's floor
（1）It is pre-buried before concreting, adopt and be screwed after pre-buried；
2) pedestal is installed：Diagonal brace pedestal（5）Before installation, first in diagonal brace pedestal（5）Symmetrical diagonal brace pedestal floor with holes is welded above
（6）, and drilled above, aperture and U-shaped screw rod（4）Match, fixed the screw rod of upper end with bolt after the installation of diagonal brace pedestal；
3) aluminum alloy pattern plate is installed：Aluminum alloy pattern plate installs front upper and lower both ends and sets Screw arbor with nut at both-ends through walls（11）, set inside aluminum alloy pattern plate
PVC sleeve pipes（3）, Screw arbor with nut at both-ends（11）Through PVC sleeve pipes（3）, it is fixed on masonry shearwalls（24）Outside；A selected side template is opened
Hole, in the side aluminum alloy pattern plate that punches（17）Bottom sets charging aperture（12）, on top, pressure relief opening is set；
4) diagonal brace（7）Installation：Diagonal brace（7）In a pre-installation, first retractor device is passed through in the reserved connection hole in both ends（8）Regulation is oblique
Support（7）Length is to correct position, diagonal brace bottom connecting shaft（21）Through diagonal brace（7）Lower stomidium, both ends are fixed on diagonal brace pedestal rib
Plate（6）On, diagonal brace top connecting shaft（20）Through diagonal brace（7）Upper end hole, both ends are fixed on backing plate floor（23）On；Diagonal brace（7）
After installing, aluminum alloy pattern plate and masonry shearwalls（24）Contact position marine glue（22）Sealing；
5) concreting：Before concreting, manual switchgroup is first passed through（25）Open charging aperture（12）, with fastening
Part fixes the reinforced mesh on top（18）, after pouring, it is operated with manual switches device（25）Put down sealing plate（13）；
6) aluminum alloy pattern plate is removed：First take out Screw arbor with nut at both-ends up and down（11）, then pass through retractor device（8）Reduce diagonal brace（7）Length
Degree, make aluminum alloy pattern plate toward two side to overturn extremely can standing operation position, finally carry out aluminum alloy pattern plate and diagonal brace pedestal（5）Dismounting.
2. construction method according to claim 1, it is characterised in that described charging aperture（12）Angle is 45 °.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610482232.4A CN105971272B (en) | 2016-06-23 | 2016-06-23 | Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610482232.4A CN105971272B (en) | 2016-06-23 | 2016-06-23 | Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method |
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| Publication Number | Publication Date |
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| CN105971272A CN105971272A (en) | 2016-09-28 |
| CN105971272B true CN105971272B (en) | 2018-01-16 |
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| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN107143146A (en) * | 2017-07-12 | 2017-09-08 | 广东建星建造集团有限公司 | Secondary structure exempts from template and exempts from plastering construction device |
| CN107386502A (en) * | 2017-07-21 | 2017-11-24 | 盛祥生态环保科技股份有限公司 | Fill wall forming method and filling wall |
| CN107975232B (en) * | 2017-10-21 | 2024-04-02 | 广西广投同力德科技有限公司 | Cylindrical concrete building formwork system |
| CN107842197A (en) * | 2017-10-21 | 2018-03-27 | 广西广投同力德科技有限公司 | A kind of pull tab formula aluminum template system |
| CN109235927A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool-type Sloping roof form bracing system |
| CN109488020B (en) * | 2018-11-28 | 2024-03-01 | 上海宝冶集团有限公司 | Aluminum template support auxiliary tool |
| CN110552347A (en) * | 2019-10-14 | 2019-12-10 | 中国电建集团贵州工程有限公司 | Pile foundation construction template tool |
| CN111074921B (en) * | 2019-12-31 | 2021-11-30 | 浙江世润建创科技发展有限公司 | Prefabricated ring beam reinforcing system for prefabricated slab disassembly-free thin slab tire mold and construction method |
| CN115126238B (en) * | 2022-06-24 | 2023-10-17 | 中国十七冶集团有限公司 | Construction method for aluminum die diagonal bracing fixing device |
| CN116427707B (en) * | 2023-06-13 | 2023-08-18 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AUPN317395A0 (en) * | 1995-05-25 | 1995-06-22 | Newtec Concrete Constructions Pty Limited | Building methods and apparatus |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN102003069B (en) * | 2010-11-24 | 2012-07-11 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN102561681B (en) * | 2012-03-15 | 2013-12-11 | 陕西建工集团总公司 | Casting molding template and casting molding process for constructional columns of infilled walls |
| CN104060829A (en) * | 2014-05-22 | 2014-09-24 | 中国建筑第四工程局有限公司 | Construction method and construction device for house beam pillar |
| CN206397136U (en) * | 2016-06-23 | 2017-08-11 | 深圳市金世纪工程实业有限公司 | Assembled aluminum template masonry shearwalls reinforced concrete structural column |
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Effective date of registration: 20180614 Address after: 225200 Xindu Road, Jiangdu District, Yangzhou, Jiangsu Province, No. 399 Patentee after: JIANGSU HUAJIANG CONSTRUCTION GROUP Co.,Ltd. Address before: 310015 room 1901, unit 3, 3 Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang. Patentee before: HANGZHOU JIANGRUN TECHNOLOGY Ltd. |
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Denomination of invention: Reinforced concrete constructional column and construction method of prefabricated aluminum formwork block filled wall Effective date of registration: 20230129 Granted publication date: 20180116 Pledgee: Yangzhou Branch of Bank of Jiangsu Co.,Ltd. Pledgor: JIANGSU HUAJIANG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023980031288 |