CN201695681U - Integral self-elevating type elevator hoistway tube mold - Google Patents
Integral self-elevating type elevator hoistway tube mold Download PDFInfo
- Publication number
- CN201695681U CN201695681U CN2010202442386U CN201020244238U CN201695681U CN 201695681 U CN201695681 U CN 201695681U CN 2010202442386 U CN2010202442386 U CN 2010202442386U CN 201020244238 U CN201020244238 U CN 201020244238U CN 201695681 U CN201695681 U CN 201695681U
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- type elevator
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Abstract
The utility model discloses an integral self-elevating type elevator hoistway tube mold, which is characterized in that the integral tube mold comprises a platform (1), an inner support fame (2), a template system (3), motive power equipment (4) and hanging mold beams (5), wherein the inner support fame (2) is arranged on the platform (1), the top part of the inner support fame (2) is provided with two mold hanging beams (5), the motive power equipment (4) is arranged on both ends of the mold hanging beams (5), and is movably connected with the template system (3), and the platform (1) is formed by welding components such as a main beam (6), a sub beam (7), an edge sub beam (8), a bracket (9) and a platform hanging ring (18). The utility model does not need a tower crane template hanging system, realizes the self elevation, and has the advantages of high rigidity and good integration of the template system, integral supporting and integral dismounting capability, repeated use for many times, template material consumption reduction, cost reduction, convenient and simple operation, integral elevation, operation platform existence, no need of building scaffolds and material conveying and building labor saving.
Description
Technical field
The utility model relates to the elevator shaft in the building field, relates in particular to the whole tube of a kind of self lift type elevator shaft mould.
Background technology
The highrise building elevator shaft is generally the cast-in-situ steel reinforced concrete tubular construction.In elevator shaft body structure construction, tearing open of internal mold is a difficult point.Need set up the Tong Gaonei scaffold from top to bottom.The place is narrow and small in the well, adopts and looses when piecing together punching block or wooden model, and prop up to tear open all wastes time and energy very much.Particularly during form removal, internal mold is torn open particularly difficulty by the concrete lateral pressure jam-packed, often causes the distortion and the damage of template.
The utility model content
Technical problem to be solved in the utility model provides the whole tube of a kind of self lift type elevator shaft mould, has solved the problem of above-mentioned existence.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
The whole tube of a kind of self lift type elevator shaft mould is characterized in that: described whole tube mould comprises platform, inner support, template system, power-equipment and hangs lock piece; On the described platform inner support is installed, the inner support top is installed 2 and is hung lock piece, hangs on the lock piece two ends power-equipment is installed, and power-equipment and template system flexibly connect.
Described platform comprises four girders, two secondary beams, two limit secondary beams, four brackets and platform suspension ring; Fixing respectively welding secondary beam, limit secondary beam and platform suspension ring on the described platform girder; Described bracket is connected with girder by bearing pin.
Described bracket is an eccentric structure, and interior half section overweights overhanging section, and half section is welded the horizontal location baffle plate down in the described bracket.Two secondary beams are fixed on the girder middle part; Two limit secondary beams are fixed on the girder end.
Described template system is made up of eight adjustable angle moulds, four large forms, four adjustable drawbars, four inner corner trim connecting plates; Large form limit centre keel is connected with adjustable angle mould; Every adjustable drawbar all is connected with adjacent 2 large forms.
Between described large form limit centre keel and the adjustable angle mould, all connect between the adjustable angle mould in the left and right sides with bolt.
The inner corner trim connecting plate of installing during described whole tube mould template matched moulds connects the horizontal keel of both sides, the every angle of cylindrical shell large form, utilizes the taper pin pin dead.
Described power-equipment is a bottle gouard moved by hands, and it is connected by coaster and hangs on the lock piece.
Described bottle gouard moved by hands is connected with the wire line thimble that install at the horizontal keel place of template system.
The utlity model has following advantage:
The beneficial effects of the utility model are: need not tower crane suspention template system, realize from climbing.Template system rigidity is big, good integrity, has significantly improved the impression quality of elevator shaft concrete walling.Can whole whole tearing open, and repeatedly turnover is used, and has reduced the consumption of mould material, has reduced cost.Easy and simple to handle, whole lifting also possesses operating platform, need not to set up scaffold, has saved circulation material and has set up artificial.
Description of drawings
Fig. 1-the 1st, the utility model duty---receive mould, climbing shuttering schematic diagram;
Fig. 1-2 is the utility model duty---template promotes the schematic diagram that puts in place;
Fig. 1-the 3rd, the utility model duty---lifting platform schematic diagram;
Fig. 1-the 4th, the utility model duty---platform promotes the schematic diagram that puts in place;
Fig. 1-the 5th, the utility model duty---matched moulds schematic diagram;
Fig. 2 is a template system matched moulds floor map described in the utility model;
Fig. 3 is that template system described in the utility model is received the mould floor map;
Fig. 4 is that this uses novel described platform plane schematic diagram.
As described in Figure: 1, platform; 2, inner support; 3, template system; 4, power-equipment; 5, hang lock piece; 6, girder; 7, secondary beam; 8, limit secondary beam; 9, bracket; 10, adjustable angle mould; 11, large form; 12, adjustable drawbar; 13, inner corner trim connecting plate; 14, coaster; 15, steel concrete cylindrical shell; 16, pre-buried hole; 17, shaped steel supports; 18, platform suspension ring.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
As shown in Figures 1 to 4, the whole tube of self lift type elevator shaft described in the utility model mould, comprise platform 1, inner support 2, template system 3, power-equipment 4 and hang lock piece 5, inner support 2 is installed on the described platform 1, inner support 2 tops are installed 2 and are hung lock piece 5, hang power-equipment 4 is installed on lock piece 5 two ends, power-equipment 4 flexibly connects with template system 3.
Described platform 1 comprises four girders 6, two secondary beams 7, two limit secondary beams 8, four brackets 9 and platform suspension ring 18; 6 fixing respectively welding secondary beam 7, limit secondary beam 8 and platform suspension ring 18 on the described platform girder; Described bracket 9 is connected with girder 6 by bearing pin.
Behind platform 1 assembly welding, set up 100 * 50 cross section flitches above, fill up excessive space between girder 6, the secondary beam 7, and on flitch and secondary beam, limit secondary beam, completely spread thick wooden scaffold floor of 50mm or the thick bamboo offset plate of 15mm.Scaffold floor is fixed with galvanized wire and secondary beam 7, limit secondary beam 8.After platform 1 spelling is good, hang in cylindrical shell with tower crane.Described inner support 2 is installed on the platform 1, adopts the bowl fastening type scaffold building, sectional dimension 1.2m * 1.2m, and the high 5.4m of inner support goes on foot high 1.2M, sets up bridging.
Described template system 3 is made up of 8 adjustable angle moulds 10, four large forms 11, four adjustable drawbars 12, four inner corner trim connecting plates 13.Between large form 11 limit centre keels and the adjustable angle mould 10, the left and right sides is adjustable to be connected with M12 * 35 bolts between the angle mould 10.The member of installing when inner corner trim connecting plate 13 is tin mould template matched moulds.It connects the horizontal keel of both sides, the every angle of cylindrical shell large form 11, utilizes the taper pin pin dead.Described power-equipment 4 adopts 3t * 5m bottle gouard moved by hands, utilizes manually to promote.
Embodiment is to install 2 on the inner support to hang lock piece 5, coaster 14, suspension bottle gouard moved by hands 4, after steel concrete cylindrical shell 15 is built and is finished, 4 times suspension hooks of bottle gouard moved by hands are hooked in the wire line thimble that install at large form 11 the most following horizontal keel places together, remove adjustable drawbar 12, inner corner trim connecting plate 13 in the cylindrical shell, rely on the adjustable angle mould 10 of hinge type that template system 3 and shear wall are thrown off horizontal range 80～100mm.Pulling bottle gouard moved by hands 4 promotes template system 3 a standard floor height and is higher than drum surface 300mm, and load shaped steel supports, template system 3 is supported steadily below 3 four jiaos of adjustable angle moulds of template system, finishes template system 3 and promotes operation.Bottle gouard moved by hands 4 is retrofitted to large form 11 goes up most together on the horizontal keel, following suspension hook hooks platform suspension ring 18, and pulling bottle gouard moved by hands 4 promotes platform 1 and inner support 2, and makes bracket 9 bullets enter the pre-buried hole 16 of last layer, finishes platform 1 and inner support 2 promotes operations.Pre-buried hole 16 successively adopts wooden embedded box pre-buried, and headroom is of a size of length * wide * height: 200 * 150 * 200.Bottle gouard moved by hands 4 is retrofitted to hangs on the lock piece 5,4 times suspension hooks of bottle gouard moved by hands hook large form 11 goes up horizontal keel together most, template system 3 is unsettled, adjust tube mould verticality, utilize adjustable drawbar 12 hold mode simultaneously then, after putting in place substantially, remove shaped steel and support 17, inner corner trim connecting plate 13 and taper pin are installed, taper pin is pounded are put in place, finish matched moulds work.
Claims (9)
1. the whole tube of self lift type elevator shaft mould, it is characterized in that: a described whole tube mould comprises platform (1), inner support (2), template system (3), power-equipment (4) and hangs lock piece (5); Described platform (1) is gone up inner support (2) is installed, and inner support (2) top is installed 2 and hung lock piece (5), hangs on lock piece (5) two ends power-equipment (4) is installed, and power-equipment (4) flexibly connects with template system (3).
2. the whole tube of self lift type elevator shaft as claimed in claim 1 mould, it is characterized in that: described platform (1) comprises four girders (6), two secondary beams (7), two limit secondary beams (8), four brackets (9) and platform suspension ring (18); Fixing respectively welding secondary beam (7), limit secondary beam (8) and platform suspension ring (18) on the described platform girder (6); Described bracket (9) is connected with girder (6) by bearing pin.
3. the whole tube of self lift type elevator shaft as claimed in claim 2 mould, it is characterized in that: described bracket (9) is interior half section eccentric structure that overweights overhanging section, described bracket (9) welds the horizontal location baffle plate down for interior half section.
4. the whole tube of self lift type elevator shaft as claimed in claim 2 mould is characterized in that: two secondary beams (7) are fixed on girder (6) middle part; Two limit secondary beams (8) are fixed on girder (6) end.
5. the whole tube of self lift type elevator shaft as claimed in claim 1 mould, it is characterized in that: described template system (3) is made up of eight adjustable angle moulds (10), four large forms (11), four adjustable drawbars (12), four inner corner trim connecting plates (13); Large form (11) limit centre keel is connected with adjustable angle mould (10); Every adjustable drawbar (12) all is connected with adjacent 2 large forms (11).
6. the whole tube of self lift type elevator shaft as claimed in claim 5 mould is characterized in that: between described large form (11) limit centre keel and the adjustable angle mould (10), all connect with bolt between the adjustable angle mould in the left and right sides (10).
7. the whole tube of self lift type elevator shaft as claimed in claim 5 mould is characterized in that: the inner corner trim connecting plate of installing during described whole tube mould template matched moulds (13) connects the horizontal keel of the every angle of cylindrical shell both sides large forms (11), utilizes the taper pin pin dead.
8. the whole tube of self lift type elevator shaft as claimed in claim 1 mould, it is characterized in that: described power-equipment (4) is a bottle gouard moved by hands, and it is connected by coaster (14) and hangs on the lock piece (5).
9. as claim 1 or the whole tube of 8 described self lift type elevator shafts mould, it is characterized in that: described bottle gouard moved by hands is connected with the wire line thimble that install at the horizontal keel place of template system (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202442386U CN201695681U (en) | 2010-07-01 | 2010-07-01 | Integral self-elevating type elevator hoistway tube mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202442386U CN201695681U (en) | 2010-07-01 | 2010-07-01 | Integral self-elevating type elevator hoistway tube mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201695681U true CN201695681U (en) | 2011-01-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202442386U Expired - Fee Related CN201695681U (en) | 2010-07-01 | 2010-07-01 | Integral self-elevating type elevator hoistway tube mold |
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| CN (1) | CN201695681U (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102322135A (en) * | 2011-06-13 | 2012-01-18 | 中铁建工集团有限公司 | Elevator shaft construction scaffolding device capable of being elevated along with construction layer of building main body structure and method for setting same |
| CN102839812A (en) * | 2012-09-13 | 2012-12-26 | 中建三局建设工程股份有限公司 | Intelligent construction platform for construction of super high-rise building |
| CN103015693A (en) * | 2012-11-28 | 2013-04-03 | 泰兴市第一建筑安装工程有限公司 | Three-dimensional construction device for super high-rise core tube beam-slab structure |
| CN103015706A (en) * | 2012-11-08 | 2013-04-03 | 广西建工集团第五建筑工程有限责任公司 | System for lifting elevator shaft mold and construction method for cast-in-place wall of elevator shaft |
| CN103663065A (en) * | 2013-12-09 | 2014-03-26 | 上海德圣米高电梯有限公司 | Connecting structure of loading platform and vertical drive device |
| CN104326338A (en) * | 2014-09-29 | 2015-02-04 | 中国建筑第八工程局有限公司 | Jacking platform downwards hung elevator |
| CN104947926A (en) * | 2015-07-01 | 2015-09-30 | 中建一局集团建设发展有限公司 | Hard protection device for upper formwork system of inner barrel of core barrel and construction method of hard protection device |
| CN105971299A (en) * | 2016-07-04 | 2016-09-28 | 天津职业技术师范大学 | Automatic crawling robot for elevator shaft and safety protection platform mechanism |
| CN106320681A (en) * | 2015-07-02 | 2017-01-11 | 中天建设集团有限公司 | Elevator shaft standard operation platform and implementation platform |
| CN106437123A (en) * | 2016-08-19 | 2017-02-22 | 中国三冶集团有限公司 | Supporting leg automatic turnover type overall lifting elevator well operation platform |
| CN110821163A (en) * | 2019-11-26 | 2020-02-21 | 中国十七冶集团有限公司 | Construction method for preventing upward floating of elevator shaft hoisting formwork |
| CN112412014A (en) * | 2020-11-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Retractable elevator inner tube integral formwork |
| CN113482329A (en) * | 2021-07-14 | 2021-10-08 | 武汉建工集团股份有限公司 | Elevator shaft platform creeping formwork combined system |
| CN113738098A (en) * | 2021-09-14 | 2021-12-03 | 广州达蒙安防科技有限公司 | One-way self-locking lifting mechanism for elevator shaft die |
-
2010
- 2010-07-01 CN CN2010202442386U patent/CN201695681U/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102322135A (en) * | 2011-06-13 | 2012-01-18 | 中铁建工集团有限公司 | Elevator shaft construction scaffolding device capable of being elevated along with construction layer of building main body structure and method for setting same |
| CN102839812A (en) * | 2012-09-13 | 2012-12-26 | 中建三局建设工程股份有限公司 | Intelligent construction platform for construction of super high-rise building |
| CN102839812B (en) * | 2012-09-13 | 2014-09-10 | 中建三局建设工程股份有限公司 | Intelligent construction platform for construction of super high-rise building |
| CN103015706A (en) * | 2012-11-08 | 2013-04-03 | 广西建工集团第五建筑工程有限责任公司 | System for lifting elevator shaft mold and construction method for cast-in-place wall of elevator shaft |
| CN103015706B (en) * | 2012-11-08 | 2015-04-22 | 广西建工集团第五建筑工程有限责任公司 | System for lifting elevator shaft mold and construction method for cast-in-place wall of elevator shaft |
| CN103015693A (en) * | 2012-11-28 | 2013-04-03 | 泰兴市第一建筑安装工程有限公司 | Three-dimensional construction device for super high-rise core tube beam-slab structure |
| CN103663065A (en) * | 2013-12-09 | 2014-03-26 | 上海德圣米高电梯有限公司 | Connecting structure of loading platform and vertical drive device |
| CN103663065B (en) * | 2013-12-09 | 2018-01-12 | 上海德圣米高电梯有限公司 | A kind of attachment structure of article carrying platform and vertical drive |
| CN104326338B (en) * | 2014-09-29 | 2017-11-10 | 中国建筑第八工程局有限公司 | Elevator is hung under lifting platform |
| CN104326338A (en) * | 2014-09-29 | 2015-02-04 | 中国建筑第八工程局有限公司 | Jacking platform downwards hung elevator |
| CN104947926A (en) * | 2015-07-01 | 2015-09-30 | 中建一局集团建设发展有限公司 | Hard protection device for upper formwork system of inner barrel of core barrel and construction method of hard protection device |
| CN104947926B (en) * | 2015-07-01 | 2017-03-01 | 中建一局集团建设发展有限公司 | Hard protection device for upper formwork system of inner barrel of core barrel and construction method of hard protection device |
| CN106320681A (en) * | 2015-07-02 | 2017-01-11 | 中天建设集团有限公司 | Elevator shaft standard operation platform and implementation platform |
| CN105971299A (en) * | 2016-07-04 | 2016-09-28 | 天津职业技术师范大学 | Automatic crawling robot for elevator shaft and safety protection platform mechanism |
| CN106437123A (en) * | 2016-08-19 | 2017-02-22 | 中国三冶集团有限公司 | Supporting leg automatic turnover type overall lifting elevator well operation platform |
| CN110821163A (en) * | 2019-11-26 | 2020-02-21 | 中国十七冶集团有限公司 | Construction method for preventing upward floating of elevator shaft hoisting formwork |
| CN112412014A (en) * | 2020-11-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Retractable elevator inner tube integral formwork |
| CN113482329A (en) * | 2021-07-14 | 2021-10-08 | 武汉建工集团股份有限公司 | Elevator shaft platform creeping formwork combined system |
| CN113738098A (en) * | 2021-09-14 | 2021-12-03 | 广州达蒙安防科技有限公司 | One-way self-locking lifting mechanism for elevator shaft die |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110105 Termination date: 20160701 |