CN205206301U - Integrally lift up formula shaft template - Google Patents
Integrally lift up formula shaft template Download PDFInfo
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- CN205206301U CN205206301U CN201520920171.6U CN201520920171U CN205206301U CN 205206301 U CN205206301 U CN 205206301U CN 201520920171 U CN201520920171 U CN 201520920171U CN 205206301 U CN205206301 U CN 205206301U
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- chute
- plane
- spout
- template
- muscle
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Abstract
The utility model discloses an integrally lift up formula shaft template mainly solves the current shaft template that exists and has die -filling and drawing of patterns process complicacy among the prior art, just need the operator to get into shaft inside and carry out the dismouting of template through the mode of dismouting bolt to the quality is not ideal enough as for pouring, the slower problem of the speed of pouring. The utility model discloses an including whole inner supporting frame and four planar template, planar template is last to be equipped with at least one spout group, spout group including vertical setting on planar template the upper segment spout and with the hypomere spout of upper segment spout bottom intercommunication, the contained angle between upper segment spout and the hypomere spout is the obtuse angle, whole inner supporting frame has four lateral surfaces, and its lateral surface is equipped with organizes the slider mechanism who corresponds, slider mechanism and the spout sliding connection of group with the spout. By the proposal, the utility model discloses it is complicated simple with drawing of patterns process to have reached the die -filling, does not need the operator to get into the inside purpose of carrying out the dismouting of template through the mode of dismouting bolt of shaft.
Description
Technical field
The utility model relates to a kind of shaft template, specifically, relates to a kind of integral lifting shaft template.
Background technology
Shaft template is for the shaping steel template of concreting; When carrying out having the isostructural concrete pouring construction of vertical shaft, hole, need the installation first carrying out shaft template, having constructed needs the dismounting carrying out shaft template then to shift out vertical shaft afterwards.
The defect that existing shaft template exists has: need die-filling during the lower use of globality, the demoulding is needed after using, die-filling complicated with knockout course, and need operator to enter the inner dismounting being carried out template by the mode of assembling-disassembling bolt of vertical shaft, to such an extent as to pouring quality is not ideal enough, speed of perfusion is slower; Angle mould causes vertical shaft inwall flatness large compared with the integral rigidity reduction of ambassador's shaft template, and when vertical shaft size is less than 1.2 × 1.2m because space is little, formwork structure is large, causes conventional template not meet instructions for use.
Utility model content
It is die-filling complicated with knockout course that problem to be solved in the utility model is that existing shaft template exists, and need operator to enter the inner dismounting being carried out template by the mode of assembling-disassembling bolt of vertical shaft, to such an extent as to pouring quality is not ideal enough, and speed of perfusion is slower.
In order to solve the problem, the utility model provides following technical scheme:
Integral lifting shaft template comprises overall inner support frame and four flat formworks; Flat formwork is provided with at least one chute group, and chute group comprises the epimere chute be vertically arranged on flat formwork and the hypomere chute be communicated with epimere chute bottom, and the angle between epimere chute and hypomere chute is obtuse angle; Overall inner support frame has four lateral surfaces, and its lateral surface is provided with the slide block mechanism corresponding with chute group, and slide block mechanism and chute group are slidably connected.
Further, flat formwork comprises panel; The one side of panel is evenly provided with multiple plane of structure muscle and multiple vertical plane muscle, and multiple plane of structure muscle and multiple vertical plane muscle are all arranged in order, plane of structure muscle and the mutual interconnection of vertical plane muscle.
Further, the plane of plane of structure muscle and vertical plane muscle composition is provided with multiple angle steel; Epimere chute is vertically arranged on angle steel, and the height of angle steel is greater than the height of panel.
Particularly, integral lifting shaft template also comprises multiple angle mould; The limit of adjacent panel is connected by multiple angle mould; The width of angle mould: the width=1:23-66 of vertical shaft.
Particularly, the bottom of panel is provided with at least two location link plates.
Particularly, overall inner support frame comprises eight and connects channel-section steel, multiple steelframe plane be arranged in order; Steelframe plane is made up of two cross supporting frames and two mutual interconnections of perpendicular bracing frame; Be positioned at the lateral frame end on same vertical line or erect and support frame end by connecting channel-section steel connection.
Particularly, connect channel-section steel to be all connected by slide block mechanism with between cross supporting frame or perpendicular bracing frame.
Particularly, slide block mechanism is sliding pin or bolt.
Particularly, eight tops connecting channel-section steel are equipped with lifting hole(eyelet), are installed with lifting rope in lifting hole(eyelet).
Particularly, the scope of the bottom of hypomere chute and the spacing of its place angle steel is 30mm-60mm; The bottom of hypomere chute and the spacing optimum of its place angle steel are 30mm.
Compared with prior art, the utility model has following beneficial effect: overall inner support frame is broken by the utility model overall inner support frame as a whole needs in the demoulding and die-filling process, which reduce disassembly and assembly time of the present utility model, operator is used more convenient; Overall inner support frame time die-filling, because the weight of himself and slide downward, until sliding pin arrives the bottom of hypomere chute, thus makes flat formwork support to place; Upwards being promoted by lifting rope during the demoulding makes sliding pin slide into epimere chute from hypomere chute, make flat formwork inwardly shrink proposition the utility model and realize the demoulding, therefore the utility model is die-filling and knockout course is simple, do not need operator to enter vertical shaft inside and carry out dismounting, make the better quality of cast, the speed of cast is faster.
Accompanying drawing explanation
Fig. 1 is the structural representation of flat formwork.
Fig. 2 is top view of the present utility model.
Fig. 3 is the structural representation of overall inner support frame.
In above-mentioned accompanying drawing, the component names that Reference numeral is corresponding is as follows:
1-epimere chute, 2-hypomere chute, 3-panel, 4-plane of structure muscle, 5-vertical plane muscle, 6-angle steel, 7-angle mould, 8-locates link plate, and 9-connects channel-section steel, 10-cross supporting frame, and 11-erects bracing frame, 12-sliding pin, 13-lifting hole(eyelet), 14-lifting rope.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail, and embodiment of the present utility model includes but not limited to the following example.
Embodiment 1
As Figure 1-3, integral lifting shaft template comprises overall inner support frame, four flat formworks, multiple angle moulds 7; Overall inner support frame has four lateral surfaces, and its lateral surface and flat formwork are slidably connected; Flat formwork comprises panel 3; The bottom of panel 3 is provided with two location link plates 8; The one side of panel 3 is evenly provided with multiple plane of structure muscle 4 and multiple vertical plane muscle 5, and multiple plane of structure muscle 4 and multiple vertical plane muscle 5 are all arranged in order, plane of structure muscle 4 and vertical plane muscle 5 interconnection mutually; The plane that plane of structure muscle 4 and vertical plane muscle 5 form is provided with four angle steel 6, two angle steel 6 are 6 groups, an angle steel, 6 groups, two angle steel are evenly arranged in the plane that plane of structure muscle 4 and vertical plane muscle 5 form, and the distance between 6 groups, adjacent angle steel is greater than the distance between adjacent angle steel 6; Angle steel 6 is evenly provided with three chute groups, chute group comprises the epimere chute 1 be vertically arranged on angle steel 6 and the hypomere chute 2 be communicated with epimere chute 1 bottom, and the bottom of hypomere chute 2 and the spacing of its place angle steel 6 are 30mm.
Overall inner support frame comprises eight and connects channel-section steel 9, three steelframe planes be arranged in order; Steelframe plane is made up of two cross supporting frames 10 and two mutual interconnections of perpendicular bracing frame 11; Be positioned at lateral frame end on same vertical line or perpendicular bracing frame 11 end connects by connecting channel-section steel 9; Connect channel-section steel 9 to be all connected by slide block mechanism with between cross supporting frame 10 or perpendicular bracing frame 11; Slide block mechanism is sliding pin 12.
Sliding pin 12 is all slidably connected with epimere chute 1 and hypomere chute 2, and the limit of adjacent panel 3 is connected by multiple angle mould 7, then make the lateral surface of overall inner support frame and flat formwork be slidably connected.
Wherein, the quantity of the quantity of the quantity of angle steel 6, chute group, the quantity connecting channel-section steel 9, steelframe plane, the quantity of cross supporting frame 10, the quantity of perpendicular bracing frame 11, the quantity of angle mould 7, the quantity of location link plate 8 are all determined according to actual conditions; The scope of the bottom of hypomere chute 2 and the spacing of its place angle steel 6 is other length in 30mm-60mm; But also other can connect the part of channel-section steel 9 and cross supporting frame 10 or perpendicular bracing frame 11, as bolt to slide block mechanism; The width of angle mould 7: the width=1:23-66 of vertical shaft; The width of angle mould 7: the width optimum ratio 1:23 of vertical shaft; In the utility model, the ratio of the width of angle mould 7 and the width of vertical shaft is less, and integral rigidity of the present utility model is improved, and makes vertical shaft inwall flatness less, even if when vertical shaft size is less than 1.2 × 1.2m, also can meet the demands.
Embodiment 2
As Figure 1-3, the difference of the present embodiment and embodiment 1 is, flat formwork comprises panel 3; Eight tops connecting channel-section steel 9 are equipped with lifting hole(eyelet) 13, are installed with lifting rope 14 in lifting hole(eyelet) 13; Lifting hole(eyelet) 13 and lifting rope 14 are convenient to mobile the utility model.
As Figure 1-3, assemble method of the present utility model, by two cross supporting frames 10 and two perpendicular bracing frame 11 interconnections mutually, then completes the assembling of steelframe plane; By sliding pin 12 connect by the lateral frame end be positioned on same vertical line or perpendicular bracing frame 11 end be connected channel-section steel 9 and connect, then complete the assembling of overall inner support frame; Make sliding pin 12 be arranged in epimere chute 1 or the hypomere chute 2 of flat formwork, then complete the installation of flat formwork, the limit of panel 3 adjacent in flat formwork is connected by multiple angle mould 7, then complete assembling of the present utility model.
Wherein, angle mould 7 is pressed against on the limit, left and right of panel 3; Therefore actual build installation in only need angle mould 7 and panel 3 to be fixed together by the mode of 3 spot welding in upper, middle and lower at panel 3 piece position, namely only need to ensure that angle mould 7 does not depart from panel 3 in deadweight situation.
In the utility model, angle mould 7 is very little, and be undertaken being connected by the mode of spot welding with flat formwork, be flexible coupling by steel cable and angle mould 7 when the demoulding is lifted by crane, when after flat formwork adduction, angle mould 7 is separated with flat formwork automatically, realizes promoting.
As Figure 1-3, embodiment 1 and embodiment 2 are in use, can be supported on to allow the utility model on the vertical shaft of having built, when needing that a ginseng is concrete on building on flat formwork diameter be the position of 30mm built-in fitting handle hole pre-buried on steel pipe, then the location link plate 8 bottom panel in flat formwork 3 to be pressed on reinforcing bar to insert reinforcing bar when building next ginseng in embedded steel tube thus to reach the object supporting whole template, when flat formwork is supported on reinforcing bar time, overall inner support frame is slide downward because of the weight of himself, until sliding pin 12 arrives the bottom of hypomere chute 2, thus flat formwork is supported to place, and then the mode of angle mould 7 with flat formwork spot welding is welded, and then carry out concrete building, in the integral lifting shaft template assembled, sliding pin 12 is positioned at the inner bottom part of hypomere chute 2, complete and build when needing the demoulding, upwards the utility model is promoted by lifting rope 14, sliding pin 12 is made to slide into epimere chute 1 from hypomere chute 2, because the bottom of hypomere chute 2 and the spacing of its place angle steel 6 are 30mm, then flat formwork inwardly shrinks 30mm, when sliding pin 12 is positioned at epimere chute 1 inner top, flat formwork tangles by sliding pin 12, then the utility model is upwards promoted, until be lifted out vertical shaft completely, when flat formwork inwardly shrinks time, solder joint between angle mould 7 and panel 3 will be opened, angle mould 7 is separated with flat formwork, fall down after being separated with flat formwork to prevent it, need also all angle moulds 7 to be hung up respectively with steel cable before lifting, and ensure that angle mould 7 is not by the pulling force of steel cable before angle mould 7 is separated with flat formwork.
According to above-described embodiment, just the utility model can be realized well.What deserves to be explained is; under prerequisite based on said structure design; for solving same technical problem; even if some making on the utility model are without substantial change or polishing; the essence of the technical scheme adopted is still the same with the utility model, therefore it also should in protection domain of the present utility model.
Claims (9)
1. an integral lifting shaft template, is characterized in that: comprise overall inner support frame and four flat formworks; Flat formwork is provided with at least one chute group, chute group comprises the epimere chute (1) be vertically arranged on flat formwork and the hypomere chute (2) be communicated with epimere chute (1) bottom, and the angle between epimere chute (1) and hypomere chute (2) is obtuse angle; Overall inner support frame has four lateral surfaces, and its lateral surface is provided with the slide block mechanism corresponding with chute group, and slide block mechanism and chute group are slidably connected.
2. integral lifting shaft template according to claim 1, is characterized in that: flat formwork comprises panel (3); The one side of panel (3) is evenly provided with multiple plane of structure muscle (4) and multiple vertical plane muscle (5), multiple plane of structure muscle (4) and multiple vertical plane muscle (5) are all arranged in order, plane of structure muscle (4) and vertical plane muscle (5) interconnection mutually.
3. integral lifting shaft template according to claim 2, is characterized in that: the plane that plane of structure muscle (4) and vertical plane muscle (5) form is provided with multiple angle steel (6); Epimere chute (1) is vertically arranged on angle steel (6), and the height of angle steel (6) is greater than the height of panel (3).
4. integral lifting shaft template according to claim 2, is characterized in that: also comprise multiple angle mould (7); The limit of adjacent panel (3) is connected by multiple angle mould (7); The width of angle mould (7): the width=1:23-66 of vertical shaft.
5. integral lifting shaft template according to claim 2, is characterized in that: the bottom of panel (3) is provided with at least two location link plate (8).
6. integral lifting shaft template according to claim 1, is characterized in that: overall inner support frame comprises eight and connects channel-section steel (9), multiple steelframe plane be arranged in order; Steelframe plane is made up of two cross supporting frames (10) and two mutual interconnections of perpendicular bracing frame (11); Be positioned at lateral frame end on same vertical line or perpendicular bracing frame (11) end connects by connecting channel-section steel (9).
7. integral lifting shaft template according to claim 6, is characterized in that: connect channel-section steel (9) and be all connected by slide block mechanism with between cross supporting frame (10) or perpendicular bracing frame (11).
8. integral lifting shaft template according to claim 7, is characterized in that: slide block mechanism is sliding pin (12) or bolt.
9. integral lifting shaft template according to claim 8, is characterized in that: eight tops connecting channel-section steel (9) are equipped with lifting hole(eyelet) (13), are installed with lifting rope (14) in lifting hole(eyelet) (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520920171.6U CN205206301U (en) | 2015-11-18 | 2015-11-18 | Integrally lift up formula shaft template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520920171.6U CN205206301U (en) | 2015-11-18 | 2015-11-18 | Integrally lift up formula shaft template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206301U true CN205206301U (en) | 2016-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520920171.6U Active CN205206301U (en) | 2015-11-18 | 2015-11-18 | Integrally lift up formula shaft template |
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| CN (1) | CN205206301U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109138483A (en) * | 2018-09-14 | 2019-01-04 | 武大巨成结构股份有限公司 | A kind of device and its construction method replacing jacking increasing layer building with steel slideway using high-strength concrete column |
-
2015
- 2015-11-18 CN CN201520920171.6U patent/CN205206301U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109138483A (en) * | 2018-09-14 | 2019-01-04 | 武大巨成结构股份有限公司 | A kind of device and its construction method replacing jacking increasing layer building with steel slideway using high-strength concrete column |
| CN109138483B (en) * | 2018-09-14 | 2022-09-13 | 武大巨成结构股份有限公司 | Device for alternatively jacking storey-increasing building by utilizing high-strength concrete columns and steel slide ways and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 650000 No. 304, 3 / F, building a, Yunnan Copper Compaq building, Kegao Road, high tech Zone, Kunming, Yunnan Patentee after: Yunnan Nongken Chunying Technology Co.,Ltd. Address before: 650000 No. 603-2, 625 2nd Ring West Road, high tech Zone, Kunming, Yunnan Province Patentee before: YUNNAN CHUNYING TEMPLATE MANUFACTURING Co.,Ltd. |
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| CP03 | Change of name, title or address |