CN204510795U - A kind of electrical lift shaft form - Google Patents
A kind of electrical lift shaft form Download PDFInfo
- Publication number
- CN204510795U CN204510795U CN201520061833.9U CN201520061833U CN204510795U CN 204510795 U CN204510795 U CN 204510795U CN 201520061833 U CN201520061833 U CN 201520061833U CN 204510795 U CN204510795 U CN 204510795U
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- master module
- template
- casing
- lift shaft
- shaft form
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Abstract
The utility model discloses a kind of electrical lift shaft form, comprise some master modules, the mode that master module is abutted by sidewall forms casing, and the profile of casing meets the shape of elevator shaft inwall, and for forming elevator shaft when building by laying bricks or stones, at least a side of casing is provided with opening; Comprise some connectors, master module fixes as one by it, increases the intensity of casing.The utility model effectively can ensure planeness and the verticality of elevator hoistways sidewall, prevents faulting of slab ends, rise the phenomenons such as mould; Easy accessibility, can realize the fast transfer of mould bases, is conducive to promoting operating efficiency.
Description
Technical field
The utility model relates to building field, especially relates to a kind of template.
Background technology
In the construction of highrise building, elevator is indispensable part, run normally to enable elevator, the shear wall of elevator shaft is had to the requirement of planeness, at present conventional elevator hoistways shear wall what install that template adopts is wooden form in bulk, because the size of wooden form in bulk differs, be unfavorable for the fixing of template, the elevator hoistways shear wall end product quality of building out is poor, easily occurs the quality problems such as seam crossing faulting of slab ends, the swollen mould of inner corner trim; Wooden form in bulk is unfavorable for exchanging and quickly dismantled simultaneously, and affect efficiency of construction, prior art can not well address these problems.
Utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of electrical lift shaft form, by the cooperation of some L-type support, forms the casing meeting elevator hoistways inner wall shape.
The utility model solves the technical scheme that its technical problem adopts:
A kind of electrical lift shaft form, comprise some master modules, the mode that master module is abutted by sidewall forms casing, and the profile of casing meets the shape of elevator shaft inwall, and for forming elevator shaft when building by laying bricks or stones, at least a side of casing is provided with opening; Comprise some connectors, master module fixes as one by it, increases the intensity of casing.
As the further improved procedure of such scheme, master module is L-type.
As the further improved procedure of such scheme, master module comprises the first template and the second template, and the two side of the first template is isometric, and the first side wall of the second template is longer than the second sidewall; First template and the second template are two places, and it is arranged on the corner of rectangle, form described opening between the second adjacent sidewall.
As the further improved procedure of such scheme, master module comprises mutually perpendicular base plate, base plate is connected with some horizontal lumps of wood and the vertical lumps of wood, the horizontal lumps of wood is arranged on the top and bottom of base plate, and the vertical lumps of wood to be arranged between the horizontal lumps of wood and to be uniformly distributed in the horizontal direction.
As the further improved procedure of such scheme, the angle of base plate is vertically connected with some set squares and angle steel fixture.
As the further improved procedure of such scheme, connector is the steel pipe of some levels, and steel pipe is arranged on the inner surface of casing, and by securing member and corresponding master module affixed.
As the further improved procedure of such scheme, the two place's steel pipes be set up in parallel form a reinforcement elements, and some reinforcement elements are vertically uniformly distributed, and carry out composite reinforcement.
As the further improved procedure of such scheme, comprise secondary template, secondary template-setup is between adjacent master module and abut with the side of master module respectively.
As the further improved procedure of such scheme, secondary template is rectangle, and the seam crossing of itself and master module is connected with compact heap, and compact heap is arranged along the direction that seam extends.
As the further improved procedure of such scheme, comprise the braced structures being arranged on bottom half and opening part, for the reinforcing of casing.
The beneficial effects of the utility model are:
Effectively can ensure planeness and the verticality of elevator hoistways sidewall, prevent faulting of slab ends, rise the phenomenons such as mould; Easy accessibility, can realize the fast transfer of mould bases, is conducive to promoting operating efficiency.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the shaft side figure of the utility model embodiment;
Fig. 2 is the shaft side figure of the utility model first template embodiment;
Fig. 3 is the shaft side figure of the utility model second template embodiment;
Fig. 4 is the shaft side figure of the utility model casing embodiment;
Fig. 5 is along A to sectional drawing in Fig. 1;
Fig. 6 is the scheme of installation of the utility model angle steel fixture;
Fig. 7 is the shaft side figure of the utility model secondary template embodiment;
Fig. 8 is scheme of installation of the present utility model.
Detailed description of the invention
Be clearly and completely described below with reference to embodiment and the accompanying drawing technique effect to design of the present utility model, concrete structure and generation, to understand the purpose of this utility model, scheme and effect fully.It should be noted that, when not conflicting, the embodiment in the application and the feature in embodiment can combine mutually.
It should be noted that, if no special instructions, when a certain feature is called as " fixing ", " connection " in another feature, it can directly be fixed, be connected in another feature, also indirectly can fix, be connected in another feature.In addition, it is only relative to the mutual alignment relation of each ingredient of the utility model in accompanying drawing that the upper and lower, left and right used in the utility model etc. describe.
In addition, unless otherwise defined, all technology used herein are identical with the implication that those skilled in the art understand usually with scientific terminology.The term used in manual is herein to describe specific embodiment, instead of in order to limit the present invention.Term as used herein " and/or " comprise the arbitrary combination of one or more relevant Listed Items.
With reference to Fig. 1, show the schematic diagram of the utility model embodiment, comprise some master modules 10, its mode abutted by sidewall forms casing, and the profile of casing meets the shape of elevator hoistways inwall.At the outside fill concrete of casing, just can form the shear wall of elevator hoistways after concrete setting, at least a side of casing is provided with opening 101, as the door opening of elevator.
Also comprise connector 20, the master module 10 of same side fixes as one by it, thus significantly increases the intensity of casing, is convenient to bear building materials applied pressure when building by laying bricks or stones.
Preferably, master module 10 is L-type, and the right angle that its two side and two side are formed can avoid the appearance faulting of slab ends of elevator shaft wall, the mould that rises etc. bad effectively.
Preferred further, master module 10 is divided into the first template 11 and the second template 12, and with reference to Fig. 2, the first template 11 comprises base plate 110, and it can be veneer.Two pieces of base plates are vertically connected to form right angle, and its two side is isometric.Base plate 110 is connected with some horizontal lumps of wood 111 and the vertical lumps of wood 112, wherein the horizontal lumps of wood 111 is arranged on the top and bottom of base plate 110, the supporting role of its transverse direction; The vertical lumps of wood 112 to be arranged between the horizontal lumps of wood 111 and to be uniformly distributed in the horizontal direction, and play longitudinal supporting role, the two combination makes the intensity of master module 10 greatly increase.
Preferably, the spacing between the vertical lumps of wood is 200mm.
With reference to Fig. 3, the second template 12 has the structure identical with the first template 11, and its difference is the two side Length discrepancy of the second template 12, and wherein the first side wall 120 is longer than the second sidewall 121.
With reference to Fig. 4, the first template 11 and the second template 12 are respectively two places, and it is distributed in the corner of rectangle, jointly surrounds into casing, form opening 101 between the second wherein adjacent sidewall 121.
With reference to Fig. 5, connector is preferably the steel pipe of some levels, it is arranged on the surface of the vertical lumps of wood 112 of cabinet wall, be fixed on corresponding master module 10 by split bolt 40, thus the master module 10 being positioned at same side is connected as one, avoid, between template, relative displacement occurs, affect the quality of shear wall; Form longitude and latitude structure with the vertical lumps of wood simultaneously, further increase overall intensity.
Concrete, split bolt adopts diameter to be not less than the high-strength bolt of M14, its laterally and vertical between spacing be all not more than 400mm.
Preferably, steel pipe adopts a pair steel pipe be set up in parallel as a reinforcement elements, and some reinforcement elements are vertically uniformly distributed.
With reference to Fig. 2 ~ Fig. 6, in order to increase the intensity of master module 10 further, also comprise some set squares 114 and angle steel fixture 113, fit with two place's base plates respectively in angle steel fixture 113 two side, set square 114 is located at top and the end of corresponding master module respectively, increases bulk strength by leg-of-mutton stability.Angle steel fixture 113 is arranged in the middle of two place's set squares 114, and the angle along two pieces of base plates is evenly arranged, and avoids the two side of master module 10 to occur displacement.Preferably, angle steel fixture 113 is fixed by screw rod and nut and support.
With reference to Fig. 1, Fig. 4 and Fig. 7, also comprise secondary template 30, similar, it is also made up of base plate and the lumps of wood.Secondary template 30 is preferably rectangle, be arranged between adjacent master module 10, and abut with the sidewall of master module 10 respectively, by arranging the secondary template 20 of different in width, the elevator hoistways of various sizes can be adapted under the condition not changing master module 10, and from difficulty of processing and cost, the secondary template of different size is set compared to arranging the master module of different size advantageously in reducing costs, raising efficiency.
Be provided with compact heap 31 at master module 10 and the seam crossing of secondary template 20, it is arranged along the direction that seam extends, and connects master module 10 and secondary template 20 on the one hand, can ensure that the two is in same plane on the other hand.
With reference to Fig. 1, also be provided with braced structures 50, it is arranged on bottom half and opening 101 place, prevent two side templates from drawing close mutually, thus ensure the global shape of casing, preferably, the braced structures 50 of opening part is at least 3 places, it is separately positioned on the top of opening 301, middle part and bottom, avoids supporting dead angle.
With reference to Fig. 1 and Fig. 8, braced structures 50 also comprises the Bidirectional supporting being arranged on bottom half, and it is at least 4 places, forms " well " word structure, for the reinforcing between relative master module.
With reference to Fig. 8, show the scheme of installation of a mould, before installing, first imbed bearing bar 60 at the inside wall of the shear wall 70 of having built, then template is shelved on bearing bar, the cylinder mould described in just being formed after fixing.
Preferably, bearing bar 60 is at least 2 places, and the distance h of itself and shear wall end face is 10cm, preferably adopts diameter to be the reinforcing bar of 25mm
Master module 10cm longer than shear wall to be built with the length of secondary template, for offsetting the spacing h between bearing bar 60 and shear wall, ensures the size of elevator shaft.
More than that better enforcement of the present utility model is illustrated, but the invention is not limited to described embodiment, those of ordinary skill in the art also can make all equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent distortion or replacement are all included in the application's claim limited range.
Claims (10)
1. an electrical lift shaft form, it is characterized in that: comprise some master modules, the mode that described master module is abutted by sidewall forms casing, and the profile of described casing meets the shape of elevator shaft inwall, for forming elevator shaft when building by laying bricks or stones, a side of at least described casing is provided with opening; Comprise some connectors, described master module fixes as one by it, increases the intensity of described casing.
2. electrical lift shaft form according to claim 1, is characterized in that: described master module is L-type.
3. electrical lift shaft form according to claim 2, is characterized in that: described master module comprises the first template and the second template, and the two side of described first template is isometric, and the first side wall of described second template is longer than the second sidewall; Described first template and the second template are two places, and it is arranged on the corner of rectangle, form described opening between adjacent described second sidewall.
4. electrical lift shaft form according to claim 3, it is characterized in that: described master module comprises mutually perpendicular base plate, described base plate is connected with some horizontal lumps of wood and the vertical lumps of wood, the described horizontal lumps of wood is arranged on the top and bottom of base plate, and the described vertical lumps of wood to be arranged between the described horizontal lumps of wood and to be uniformly distributed in the horizontal direction.
5. electrical lift shaft form according to claim 4, is characterized in that: the angle of described base plate is vertically connected with some set squares and angle steel fixture.
6. the electrical lift shaft form according to any one of Claims 1 to 5, is characterized in that: described connector is the steel pipe of some levels, and described steel pipe is arranged on the inner surface of described casing, and by securing member and corresponding described master module affixed.
7. electrical lift shaft form according to claim 6, is characterized in that: the two place's steel pipes be set up in parallel form a reinforcement elements, and some described reinforcement elements are vertically uniformly distributed, and carry out composite reinforcement.
8. electrical lift shaft form according to claim 7, is characterized in that: comprise secondary template, and described secondary template-setup is between adjacent master module and abut with the side of master module respectively.
9. electrical lift shaft form according to claim 8, is characterized in that: described secondary template is rectangle, and the seam crossing of itself and master module is connected with compact heap, and described compact heap is arranged along the direction that seam extends.
10. electrical lift shaft form according to claim 7, is characterized in that: comprise the braced structures being arranged on described bottom half and opening part, for the reinforcing of casing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520061833.9U CN204510795U (en) | 2015-01-28 | 2015-01-28 | A kind of electrical lift shaft form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520061833.9U CN204510795U (en) | 2015-01-28 | 2015-01-28 | A kind of electrical lift shaft form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510795U true CN204510795U (en) | 2015-07-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520061833.9U Expired - Fee Related CN204510795U (en) | 2015-01-28 | 2015-01-28 | A kind of electrical lift shaft form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204510795U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131011A (en) * | 2016-12-01 | 2018-06-08 | 李宜君 | Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey |
| CN111877752A (en) * | 2020-07-17 | 2020-11-03 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN113565311A (en) * | 2021-08-09 | 2021-10-29 | 中建三局集团有限公司 | Detachable steel structure scaffold for elevator shaft |
| CN114892960A (en) * | 2022-04-25 | 2022-08-12 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood formwork and construction method thereof |
-
2015
- 2015-01-28 CN CN201520061833.9U patent/CN204510795U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131011A (en) * | 2016-12-01 | 2018-06-08 | 李宜君 | Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey |
| CN111877752A (en) * | 2020-07-17 | 2020-11-03 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN111877752B (en) * | 2020-07-17 | 2022-06-17 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN113565311A (en) * | 2021-08-09 | 2021-10-29 | 中建三局集团有限公司 | Detachable steel structure scaffold for elevator shaft |
| CN114892960A (en) * | 2022-04-25 | 2022-08-12 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood formwork and construction method thereof |
| CN114892960B (en) * | 2022-04-25 | 2023-10-24 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood template and construction method thereof |
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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 |
Granted publication date: 20150729 Termination date: 20180128 |
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| CF01 | Termination of patent right due to non-payment of annual fee |