CN201826523U - Integral shaft lifting steel form - Google Patents
Integral shaft lifting steel form Download PDFInfo
- Publication number
- CN201826523U CN201826523U CN2010205633351U CN201020563335U CN201826523U CN 201826523 U CN201826523 U CN 201826523U CN 2010205633351 U CN2010205633351 U CN 2010205633351U CN 201020563335 U CN201020563335 U CN 201020563335U CN 201826523 U CN201826523 U CN 201826523U
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- template
- vertical shaft
- shaft
- staircase
- panel
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- Expired - Fee Related
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Abstract
An integral shaft lifting steel form comprises an elevator shaft form, a staircase shaft form and a cable shaft form. In the elevator shaft form, a plurality of face plates are mounted on a plurality of surrounding purlins, the surrounding purlins are connected into a rectangle by an adjustable supporting frame, and fillet forms are mounted at corners among the face plates. In the staircase shaft form, a plurality of face plates are mounted on a plurality of surrounding purlins, the surrounding purlins are connected into a U shape by an adjustable supporting frame, and fillet forms are mounted at corners among the face plates. In the cable shaft form, a plurality of face plates are mounted on a plurality of surrounding purlins, the surrounding purlins are connected into a rectangle by an adjustable supporting frame, sliding pins and inclined sliding grooves match with one another and are arranged on the adjustable supporting frame, and fillet forms are mounted at corners among the face plates. The integral shaft lifting steel form can be adopted without arranging bottom openings and middle braces, is lifted or turned over by an overhead gantry crane or a simple deck crane when in construction, and is simplified in procedures, convenient and rapid in operation and high in constructional quality. Besides, labor is saved greatly, and the labor intensity of workers is relieved.
Description
Technical field
The utility model relates to a kind of lifting steel form, particularly a kind of vertical shaft integrally hoisting steel template that is applicable to elevator shaft vertical shaft, staircase vertical shaft and cable shaft.
Background technology
Existing climbing shuttering is applied to hole constructions such as elevator shaft, hoist shaft, convenient and quick construction, and the casting quality height has been obtained better effects.But, present employed formwork structure is single, construction technology is unalterable, be only applicable to the vertical shaft construction of section that the length of side is 200 ~ 300cm and straight other structural changes of nothing of the borehole wall, be provided with staircase vertical shaft and the little cable shaft of physical dimension that gangboard is installed bracket for the borehole wall, then still adopt the construction of steel form in bulk or wooden form.
In existing all elevator shafts, only the elevator shaft vertical shaft is the climbing shuttering that adopts, and this template has had quite perfect design and ripe experience, can directly reuse once more.And the staircase vertical shaft and the cable shaft that adopt common steel form in bulk or wooden form to construct not only need drop into wide variety of materials and labour cost, and the repairing difficulty is big, and construction quality and safety are difficult for assurance.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of vertical shaft integrally hoisting steel template, can adopt the integrally hoisting steel template at elevator shaft vertical shaft, staircase vertical shaft and cable shaft, and accelerating construction progress improves construction quality.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: a kind of vertical shaft integrally hoisting steel template, form by elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template;
In the elevator shaft vertical shaft template, the polylith panel is installed in and encloses on the purlin, and a plurality of purlins that enclose connect into rectangle by adjustable supporter, and the subsides Angle formwork is installed on the corner between the panel;
In the staircase vertical shaft template, the polylith panel is installed in and encloses on the purlin, and a plurality of purlins that enclose connect into U-shaped by adjustable supporter, and the subsides Angle formwork is installed on the corner between the panel;
In the cable shaft template, the polylith panel is installed in and encloses on the purlin, and a plurality of enclosing between the purlin connects into rectangle by adjustable supporter, and adjustable supporter is provided with sliding pin and the oblique chute that matches, and the subsides Angle formwork is installed on the corner between the described panel.
Described elevator shaft vertical shaft template and staircase vertical shaft template are provided with safe operation platform.
The bottom of elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template is provided with a plurality of link plates.
In the staircase vertical shaft template, adjustable supporter is provided with supporting steel in the one side that does not have panel.
A kind of vertical shaft integrally hoisting steel template that the utility model provides, improve by optimization climbing shuttering, can construct to all vertical shafts of elevator shaft simultaneously, solve the borehole wall and be provided with stair tread installation bracket, particularly positive bracket solves operating personnel and must enter installation and the dismounting problem that just can finish climbing shuttering in the vertical shaft the interference problem and the little cable shaft construction problem of physical dimension of climbing shuttering.
Adopt the utility model that end mouth and middle tie rod need be set, utilize overhead door machine or simple and easy storehouse face to lift up into capable template lifting or turnover during construction, operation is simplified, easy to operate, rapid, saved the labour greatly, alleviated working strength of workers, make tear open, the formwork erection work efficiency improves, thereby accelerated construction speed.Operating platform is fixed on the template, promotes with template and rises, and does not need frequently to set up separately and remove.Institute's concrete walling that waters out is smooth smooth, and template is lost shape very little or kept the shape basically, and mass defects such as the distortion of having avoided steel form construction in bulk often to occur is lost shape, spillage faulting of slab ends, surface irregularity have significantly reduced concrete later stage repairing amount.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is the schematic top plan view of elevator shaft vertical shaft template in the utility model.
Fig. 2 is the schematic top plan view of staircase vertical shaft template in the utility model.
Fig. 3 is the schematic side view of cable shaft template in the utility model.
The specific embodiment
In Fig. 1-Fig. 3, a kind of vertical shaft integrally hoisting steel template is made up of elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template;
In the elevator shaft vertical shaft template, polylith panel 2 is installed in and encloses on the purlin 1, and a plurality of purlins 1 that enclose connect into rectangle by adjustable supporter 3, is equipped with on the corner between the panel 2 to paste Angle formwork 7;
In the staircase vertical shaft template, polylith panel 2 is installed in and encloses on the purlin 1, and a plurality of purlins 1 that enclose connect into U-shaped by adjustable supporter 3, is equipped with on the corner between the panel 2 to paste Angle formwork 7;
In the cable shaft template, polylith panel 2 is installed in and encloses on the purlin 1, and a plurality of enclosing between the purlin 1 connects into rectangle by adjustable supporter 3, and adjustable supporter 3 is provided with sliding pin 4 and the oblique chute 5 that matches, and is equipped with on the corner between the described panel 2 to paste Angle formwork 7.
Described elevator shaft vertical shaft template and staircase vertical shaft template are provided with safe operation platform, and be not shown.
The bottom of elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template is provided with a plurality of link plates 6.
In the staircase vertical shaft template, adjustable supporter 3 is provided with supporting steel in the one side that does not have panel 2.
Four faces of elevator shaft shaft hoisting template are all established steel facing, and its chief component has: middle adjustable supporter 3, drop front structure, subsides Angle formwork, bolt, link plate 6, safe operation platform etc.; Staircase shaft hoisting template and elevator shaft shaft hoisting template are basic identical, and upper side is not established panel to panel around being arranged to U-shaped by three, only arranges two vertical support channel-section steels, as the support of positive bracket template; The cable shaft climbing shuttering mainly is made up of panel, middle adjustable supporter 3, subsides Angle formwork, fulcrum post and sliding pin etc., does not establish operating platform.
When using vertical shaft integrally hoisting steel template first, then need shift to an earlier date the pre-buried many card locating cones in a storehouse, template link plate end opening is dropped on the B7 bolt.Earlier template is tangled and make wire rope be in little stress during construction with crane, make template disengaging concrete surface suitable for reading by adjusting screw(rod) then, withdraw from end opening triangle drift, drift being squeezed into inboard drift groove makes the template end opening break away from concrete surface again, formwork integral is upwards promoted, after mouth at the bottom of the template rises to the above certain altitude of concrete receipts storehouse face, operating personnel stand on the safe operation platform, sleeve bolt is screwed in the pre-buried dowel, template more slowly descends, its end opening link plate 6 is hung on the sleeve bolt, the artificial adjusting screw(rod) of adjusting makes template in place and accomplish fluently iron wedge yoke solid plate end opening, make it to be close to concrete surface, between four jiaos of every adjacent two templates of hoist shaft, install at last and paste Angle formwork.So move in circles, until finishing whole vertical shaft construction.
The cable shaft climbing shuttering is then directly mentioned template with crane, because sliding pin 4 and oblique chute 5 is slidingly fitted under the action of gravity in it, the panel of cable shaft template inwardly shrinks, again the fulcrum post level is inserted in the concrete pin-and-hole, after the fulcrum post that link plate 6 standards are exposed puts down template, put down the back because being engaged under the action of gravity of sliding pin 4 and oblique chute 5, the panel of cable shaft template outwards opens, and loads onto angle mould and gets final product.
Claims (4)
1. a vertical shaft integrally hoisting steel template is characterized in that: be made up of elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template;
In the elevator shaft vertical shaft template, polylith panel (2) is installed in and encloses on the purlin (1), and a plurality of purlins (1) that enclose connect into rectangle by adjustable supporter (3), is equipped with on the corner between the panel (2) to paste Angle formwork (7);
In the staircase vertical shaft template, polylith panel (2) is installed in and encloses on the purlin (1), and a plurality of purlins (1) that enclose connect into U-shaped by adjustable supporter (3), is equipped with on the corner between the panel (2) to paste Angle formwork (7);
In the cable shaft template, polylith panel (2) is installed in and encloses on the purlin (1), a plurality of enclosing between the purlin (1) connects into rectangle by adjustable supporter (3), adjustable supporter (3) is provided with sliding pin (4) and the oblique chute (5) that matches, and is equipped with on the corner between the described panel (2) to paste Angle formwork (7).
2. a kind of vertical shaft integrally hoisting steel template according to claim 1 is characterized in that: elevator shaft vertical shaft template and staircase vertical shaft template are provided with safe operation platform.
3. a kind of vertical shaft integrally hoisting steel template according to claim 1, it is characterized in that: the bottom of elevator shaft vertical shaft template, staircase vertical shaft template and cable shaft template is provided with a plurality of link plates (6).
4. a kind of vertical shaft integrally hoisting steel template according to claim 1 is characterized in that: in the staircase vertical shaft template, adjustable supporter (3) is provided with supporting steel in the one side that does not have panel (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205633351U CN201826523U (en) | 2010-10-18 | 2010-10-18 | Integral shaft lifting steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205633351U CN201826523U (en) | 2010-10-18 | 2010-10-18 | Integral shaft lifting steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201826523U true CN201826523U (en) | 2011-05-11 |
Family
ID=43965069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205633351U Expired - Fee Related CN201826523U (en) | 2010-10-18 | 2010-10-18 | Integral shaft lifting steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201826523U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947931A (en) * | 2015-06-25 | 2015-09-30 | 中国水利水电第十四工程局有限公司 | Integral turnover formwork for vertical shaft |
| CN105332505A (en) * | 2015-11-18 | 2016-02-17 | 云南春鹰模板制造有限公司 | Integral lift type vertical shaft formwork |
-
2010
- 2010-10-18 CN CN2010205633351U patent/CN201826523U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947931A (en) * | 2015-06-25 | 2015-09-30 | 中国水利水电第十四工程局有限公司 | Integral turnover formwork for vertical shaft |
| CN105332505A (en) * | 2015-11-18 | 2016-02-17 | 云南春鹰模板制造有限公司 | Integral lift type vertical shaft formwork |
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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: 20110511 Termination date: 20161018 |