CN201649625U - Inlay type elevator shaft template - Google Patents
Inlay type elevator shaft template Download PDFInfo
- Publication number
- CN201649625U CN201649625U CN2010201162049U CN201020116204U CN201649625U CN 201649625 U CN201649625 U CN 201649625U CN 2010201162049 U CN2010201162049 U CN 2010201162049U CN 201020116204 U CN201020116204 U CN 201020116204U CN 201649625 U CN201649625 U CN 201649625U
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- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 230000001154 acute effect Effects 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 abstract 3
- 239000000853 adhesive Substances 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 5
- 230000008602 contraction Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 230000033001 locomotion Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The utility model relates to an inlay type elevator shaft template, which comprises a shaft frame mold, a bracket and a main lead screw, wherein the bracket is hinged in the shaft frame mold; and the main lead screw is vertically screwed on the bracket. The elevator shaft template has no need to be reassemble, and can be moved to an upper-layer working face to construct after integrally contracted, the main lead screw is adjusted, and after assembled, the elevator shaft template can be adjusted in physical dimension, so that the shaft template is contracted; and concrete cast wall body can adapt to different specifications of elevator shafts, the implementation is convenient, the device can be standardized to adapt to the cast requirement of the elevator shaft; since the adhesive force between concrete and the inlay type plastic-aluminum elevator shaft template occurs, the inlay type plastic-aluminum elevator shaft template does demould easily, an external template is additionally arranged on the elevator shaft template, so that the demoulding of the inlay type plastic-aluminum elevator shaft template demoulds easily. The inlay type elevator shaft template is conveniently and flexibly disassembled, is strong in universality and can be used repeatedly.
Description
Technical field
The utility model belongs to building field, particularly a kind of inserted elevator shaft template.
Background technology
At present, the elevator shaft template is that all steel is made, form by pit shaft template and bracing frame, initial pit shaft template is in contraction state, template is placed on the mold chassis, bracing frame is connected on the pit shaft template, by regulating bracing frame, change the angle of support arm, promoting limit mould template outwards moves, the pit shaft template is opened, reach preliminary dimension, be used with other wall form again, provide the building concrete to build condition, build when this a part of concrete and finish the 6-8 hour necessary stripping in back, form removable work needs to finish in special time period, otherwise because punching block and concrete compatibility cause the metope damage easily, the template dismounting is subjected to the time factor restriction very big, elevator shaft template contraction process, also finish, by changing the angle of support arm, pulling limit mould template by regulating bracing frame, move to wellbore centre, template is separated with metope, hang again and rise the tube mold chassis, elevator shaft template straight line is risen to another layer use, this template angle mould and Bian Mo syndeton are loaded down with trivial details, every angle mould template need be with 20 to 24 bolt connection pieces, and this elevator shaft template shrink at every turn and open all must the dismounting connector, operate consuming time taking a lot of work.
The utility model content
Technical problem to be solved in the utility model is to propose a kind of dimension adjustable, inserted elevator shaft template simple in structure, swift to operate.
Technical scheme provided by the utility model is:
A kind of inserted elevator shaft template, it comprises pit shaft frame mould, support and main leading screw, and support is hinged in the pit shaft frame mould, and main leading screw vertically is screwed onto on the support.
Further, pit shaft frame mould comprises limit mode structure, angle mould structure, pull bar, pressure angle, L type support, the two ends of limit mode structure are respectively equipped with female mouthful, and the angle mould structure is a right angle type, and two acute angles are respectively the rim of the mouth with female mouthful of coupling, rim of the mouth and female mouthful of overlap joint, the limit that the right angle is relative is provided with locating hole, and an end of pull bar is installed in the locating hole, and pull bar is installed on presses on the angle, the other end screws tight with nut, presses the angle to be provided with chute.
Further, the limit mode structure is made up of template, L type section bar, reinforcing rib, back cord and back cord connector, L type section bar is welded into the rectangular edges mould bases, reinforcing rib is made " well " cabinet frame, and it is welded in the mould bases of limit, back cord is integral by back cord connector and reinforcing rib clamping, and pin is equipped with in the bottom surface of back cord, pin apparatuses is in chute, and template is embedded on " well " cabinet frame.
Further, the angle mould structure is made up of angle mould frame, stand-off and template, and the angle mould frame is a bracket of right angle type, is installed with stand-off respectively at the two ends of angle mould frame, and template is packed on the outer wall of angle mould frame and stand-off.
Further, support is a flexible support, form by cross connector, joint, support arm, adjusting leading screw, splitter, oblique connector and connector, cross connector center is a screw, is hinged with joint respectively on its four termination, and the other end of joint is equipped with the adjusting leading screw, regulate on the leading screw and be screwed with splitter, the two ends of splitter are screwed with support arm respectively, and oblique connector is equipped with in the end of support arm, and electrical connector is on oblique connector.
Further, the screw thread of main leading screw upper and lower is oppositely arranged, and is respectively left-hand screw and right-hand screw, and the two ends of the two ends of top screw thread and bottom screw thread are respectively equipped with stop.
The utility model has following advantage:
1, do not need from new aggregate erection, the energy revenue and expenditure moves on to the upper strata scope of operation in one and constructs, oppositely regulate main leading screw, and can carry out appearance and size after installing and regulate, make the pit shaft template finish and open action, carry out the use that concrete is built body of wall, can adapt to different elevator shaft sizes, it is convenient to implement, but standardization, to adapt to the concrete pouring construction needs of elevator shaft;
2, owing to have certain bonding force and be difficult for the demoulding between concrete, and this product has added external template and has made it the easier demoulding;
3, this detaching products is convenient, flexible, and highly versatile is reusable.
Description of drawings
Fig. 1 is a plan structure schematic diagram of the present utility model;
Fig. 2 is an angle mould structure for amplifying schematic diagram of the present utility model;
Fig. 3 is a limit of the present utility model mode structure schematic diagram
Fig. 4 supporting structure schematic diagram of the present utility model;
Fig. 5 is main leading screw of the present utility model and two cover flexible support structural representations;
Fig. 6 is limit of the present utility model mode structure and the annexation schematic diagram of pressing the angle;
Wherein: 1 pit shaft frame mould, 2 supports, 3 main leading screws, 4 angle mould structures, 5 limit mode structures, 6 pull bars, 7 angle mould framves, 8 templates, 9 stand-offs, 10 press angle, 11L type section bar, 12 reinforcing ribs, 13 back cords, 14 back cord connectors, 15L type support, 52 pins, 18 cross connectors, 19 joints, 20 support arms, 21 regulate leading screw, 22 splitters, 23 oblique connectors, 24 stops, 25 nuts, 26 connectors, 27 limit mould bases, 28 " well " cabinet frame, 41 rims of the mouth, 42 locating holes, 51 female mouthfuls, 101 chutes, 102 through holes
The specific embodiment
Below in conjunction with the description of drawings specific embodiment of the present utility model.
As shown in Figure 1, a kind of inserted elevator shaft template, it comprises pit shaft frame mould 1, support 2 and main leading screw 3, and support 2 is hinged in the pit shaft frame mould 1, and main leading screw 3 vertically is screwed onto on the support 2.
As shown in Figure 2, angle mould structure 4 is made up of angle mould frame 7, stand-off 9 and template 8, and angle mould frame 7 is a bracket of right angle type, is installed with stand-off 9 respectively at the two ends of angle mould frame 7, and template 8 is packed on the outer wall of angle mould frame 7 and stand-off 9.
As Fig. 3 and shown in Figure 6, limit mode structure 5 is made up of template 8, L type section bar 11, reinforcing rib 12, back cord 13 and back cord connector 14, L type section bar 11 is welded into rectangular edges mould bases 27, reinforcing rib 12 is made " well " cabinet frame 28, and it is welded in the limit mould bases 27, back cord 13 is integral by back cord connector 14 and reinforcing rib 12 clampings, and pin 52 is equipped with in the bottom surface of back cord 13, pin 52 devices are in chute 101, and template 8 is embedded on " well " cabinet frame 28.
As Fig. 1 Fig. 2, shown in Figure 3, pit shaft frame mould comprises limit mode structure 5, angle mould structure 4, pull bar 6, press angle 10 and L type support 15, the two ends of limit mode structure 5 are respectively equipped with female mouthful 51, angle mould structure 4 is a right angle type, two acute angles are respectively the rim of the mouth 41 with female mouthful 51 coupling, rim of the mouth 41 and female mouthful 51 overlap joint, the limit that the right angle is relative is provided with locating hole 42, the diameter of pull bar 6 is 20mm, one end of pull bar 6 is installed and is contained in the locating hole 42, other end bottom outer wall is provided with screw thread, press the centre at angle 10 to be provided with through hole 102, the diameter of through hole 102 is 26-32mm, and the other end of pull bar 6 is screwed with nut 25 after passing through hole 102, through hole 102 both sides are respectively equipped with chute 101, and L type support 15 is by being bolted on the L type section bar 11.
As shown in Figure 4, support 2 is a flexible support, form by cross connector 18, joint 19, support arm 20, adjusting leading screw 21, splitter 22, oblique connector 23 and connector 26, cross connector 18 centers are a screw, be hinged with joint 19 respectively on its four termination, the other end of joint 19 is equipped with regulates leading screw 21, regulate on the leading screw 21 and be screwed with splitter 22, the two ends of splitter 22 are screwed with support arm 20 respectively, oblique connector 23 is equipped with in the end of support arm 20, and connector 26 devices are on oblique connector 23.
As shown in Figure 5, the screw thread of main leading screw 3 upper and lowers is oppositely arranged, and is respectively left-hand screw and right-hand screw, and the two ends of the two ends of top screw thread and bottom screw thread are respectively equipped with stop 24.
When the utility model uses, on the main leading screw 3, following two ends just are respectively, left-hand thread, on corresponding with it, following two cross connectors 18 just also are being respectively, the left-hand thread structure, utilize said structure, regulate main leading screw 3 by rotating, on making, following two cross connectors 18 are simultaneously to the central motion (being the contraction of inserted elevator shaft template) of main leading screw 3 with to two end motions (being opening of inserted elevator shaft template) of regulating main leading screw 3, cross connector 18 drive support arms 20 move together simultaneously, can reach inserted elevator shaft template receives, Zhi Xiaoguo, on the cross connector 18, the main leading screw 3 of the adjusting at following place is respectively equipped with stop 24, and the stop of regulating on the main leading screw 3 24 can limit the move distance of cross connector 18 on main leading screw 3.
This inserted elevator shaft template can form an integral installation system, the contraction of inserted elevator shaft template, make support 2 move by regulating main leading screw 3, driving limit mode structure 5 moves to wellbore centre, at this moment, slide in chute 101 structures of pressing angle 10 with the pin 52 on the back cord 13 that limit mode structure 5 is connected, template 8 gap occurs with body of wall, and to the liter of hanging oneself, the shaft drum form slab integral rises with platform base, enter next circulation, do not need from new aggregate erection, the energy revenue and expenditure moves on to the upper strata scope of operation in one and constructs, and oppositely regulates main leading screw 3, and can carry out appearance and size after installing regulates, make the pit shaft template finish and open action, carry out the use that concrete is built body of wall, can adapt to different elevator shaft specifications, it is convenient to implement, but standardization.
Claims (6)
1. inserted elevator shaft template, it comprises pit shaft frame mould (1), support (2) and main leading screw (3), and described support (2) is hinged in the pit shaft frame mould (1), and described main leading screw (3) vertically is screwed onto on the support (2).
2. inserted elevator shaft template according to claim 1, it is characterized in that: described pit shaft frame mould comprises limit mode structure (5), angle mould structure (4), pull bar (6), press angle (10), L type support (15), the two ends of described limit mode structure (5) are respectively equipped with female mouthful (51), described angle mould structure (4) is a right angle type, two acute angles are respectively the rim of the mouth (41) with female mouthful (51) coupling, described rim of the mouth (41) and female mouthful (51) overlap joint, the limit that the right angle is relative is provided with locating hole (42), one end of described pull bar (6) is installed in the locating hole (42), pull bar (6) is installed on presses on the angle (10), the other end screws tight with nut (25), and described pressure angle (10) is provided with chute (101).
3. inserted elevator shaft template according to claim 1, it is characterized in that: described limit mode structure (5) is by template (8), L type section bar (11), reinforcing rib (12), back cord (13) and back cord connector (14) are formed, described L type section bar (11) is welded into rectangular edges mould bases (27), described reinforcing rib (12) is made " well " cabinet frame (28), and it is welded in the limit mould bases (27), described back cord (13) is integral by back cord connector (14) and reinforcing rib (12) clamping, pin (52) is equipped with in the bottom surface of back cord (13), described pin (52) device is in chute (101), and described template (8) is embedded on " well " cabinet frame (28).
4. inserted elevator shaft template according to claim 1, it is characterized in that: described angle mould structure (4) is made up of angle mould frame (7), stand-off (9) and template (8), described angle mould frame (7) is a bracket of right angle type, be installed with stand-off (9) respectively at the two ends of angle mould frame (7), described template (8) is packed on the outer wall of angle mould frame (7) and stand-off (9).
5. inserted elevator shaft template according to claim 1, it is characterized in that: described support (2) is a flexible support, by cross connector (18), joint (19), support arm (20), regulate leading screw (21), splitter (22), tiltedly connector (23) and connector (26) are formed, described cross connector (18) center is a screw, be hinged with joint (19) on its four termination respectively, the other end of described joint (19) is equipped with regulates leading screw (21), be screwed with splitter (22) on the described adjusting leading screw (21), the two ends of described splitter (22) are screwed with support arm (20) respectively, oblique connector (23) is equipped with in the end of described support arm (20), and described connector (26) device is on oblique connector (23).
6. inserted elevator shaft template according to claim 1, it is characterized in that: the screw thread of described main leading screw (3) upper and lower is oppositely arranged, be respectively left-hand screw and right-hand screw, the two ends of described top screw thread and the two ends of bottom screw thread are respectively equipped with stop (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201162049U CN201649625U (en) | 2010-02-11 | 2010-02-11 | Inlay type elevator shaft template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201162049U CN201649625U (en) | 2010-02-11 | 2010-02-11 | Inlay type elevator shaft template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649625U true CN201649625U (en) | 2010-11-24 |
Family
ID=43114854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201162049U Expired - Fee Related CN201649625U (en) | 2010-02-11 | 2010-02-11 | Inlay type elevator shaft template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649625U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677896A (en) * | 2012-05-23 | 2012-09-19 | 中天建设集团有限公司 | Bathroom settlement plate shaping mould and construction method |
| CN105484496A (en) * | 2015-12-15 | 2016-04-13 | 中国一冶集团有限公司 | Formwork assembling and disassembling method for shear wall deformation joint |
| CN108908657A (en) * | 2018-06-26 | 2018-11-30 | 中民筑友有限公司 | A kind of regulating mechanism and window frame mold |
| CN109098432A (en) * | 2018-08-29 | 2018-12-28 | 江苏省苏中建设集团股份有限公司 | A kind of hoisting type is adjustable elevator shaft template and its construction technology |
| CN112302334A (en) * | 2020-10-12 | 2021-02-02 | 上海建工集团股份有限公司 | A kind of core tube concrete wall folding formwork and using method thereof |
-
2010
- 2010-02-11 CN CN2010201162049U patent/CN201649625U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677896A (en) * | 2012-05-23 | 2012-09-19 | 中天建设集团有限公司 | Bathroom settlement plate shaping mould and construction method |
| CN102677896B (en) * | 2012-05-23 | 2014-09-17 | 中天建设集团有限公司 | Bathroom settlement plate shaping mould and construction method |
| CN105484496A (en) * | 2015-12-15 | 2016-04-13 | 中国一冶集团有限公司 | Formwork assembling and disassembling method for shear wall deformation joint |
| CN105484496B (en) * | 2015-12-15 | 2017-07-21 | 中国一冶集团有限公司 | Shear force wall deformation slit formwork peace tears method open |
| CN108908657A (en) * | 2018-06-26 | 2018-11-30 | 中民筑友有限公司 | A kind of regulating mechanism and window frame mold |
| CN109098432A (en) * | 2018-08-29 | 2018-12-28 | 江苏省苏中建设集团股份有限公司 | A kind of hoisting type is adjustable elevator shaft template and its construction technology |
| CN112302334A (en) * | 2020-10-12 | 2021-02-02 | 上海建工集团股份有限公司 | A kind of core tube concrete wall folding formwork and using 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: 20101124 Termination date: 20170211 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |