CN204299182U - The overall advance and retreat mold mechanism of a kind of wall form - Google Patents
The overall advance and retreat mold mechanism of a kind of wall form Download PDFInfo
- Publication number
- CN204299182U CN204299182U CN201420691752.2U CN201420691752U CN204299182U CN 204299182 U CN204299182 U CN 204299182U CN 201420691752 U CN201420691752 U CN 201420691752U CN 204299182 U CN204299182 U CN 204299182U
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- Prior art keywords
- wall form
- nut
- support set
- screw rod
- fixed mount
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Abstract
The utility model provides a kind of wall form overall advance and retreat mold mechanism; comprise fixed mount, the support set be fixedly connected on described fixed mount, intert the screw rod in described support set and the nut that coordinates with described screw rod; the outline diameter of described nut is greater than the internal diameter of described support set; and described nut has two; lay respectively at the two ends of described support set and all screw on described screw rod, one end of described screw rod being provided with the template connecting portion directly coordinating with wall form or indirectly coordinate.By the end making corresponding nut be fitted in support set, and screw this nut to control the movement of screw rod, and then move wall form, the movable distance of wall form depends on the length of screw rod, and movable distance is relatively long; In addition, when mobile wall template, stressed main concentrating is that, on the support set that fixed mount is fixedly connected with, stability under loading, can not destroy the screw thread of screw rod and nut, application life is higher.
Description
Technical field
What the utility model related to a kind of architectural walls concrete template moves integrally mechanism, the overall advance and retreat mold mechanism of especially a kind of wall form.
Background technology
At present in high-building construction process, to elevator shaft, shear wall, the concreting of post and beam all needs to use a large amount of template and supports, need concrete blinding used for lower one deck and the steel pipe that is used for fixing concrete template all to dismantle taking-up after building complete one deck, during one deck elevator shaft on build, build a framework separately again, installation form, this process needs constantly repeatedly to carry out in the work progress of whole each floor of highrise building, construction method is very loaded down with trivial details, and waste time and energy, cause construction cost high, labor strength is large, inconvenient operation.
Chinese utility model patent ZL200320110319.7 discloses a kind of Telescopic elevator shaft formwork, climbs the soffit formwork of head, wall form primarily of band, has the hinge angle and umbrella shape of falling telescopic Zhi Chai mechanism composition that inside contract function; Press down telescopic Zhi Chai mechanism and get final product formwork, when promoting telescopic Zhi Chai mechanism, driven the sliding sleeve and associated mechanisms that are positioned on central post by pull bar, pull wall form entirety evenly to inside contract the demoulding and be able to form removal lifting.This elevator well formwork can reduce the duplication of labour of workman to a certain extent, but this elevator well formwork is realized by two-restriction nut and the bolt that is arranged on these two-restriction nut two ends for the advance and retreat mold mechanism of moving elevator well template, the distance of movable stencil only has the half of two-restriction nut length, the too little inconvenient operation of movable distance; In addition, the advance and retreat mold mechanism of this hoistway formwork is when moving die plate, and the stressed position almost all concentrating on two-restriction nut, easily damages the screw thread of two-restriction nut, affect the use of two-restriction nut, still has space just further.
Utility model content
It is relatively long that the purpose of this utility model is to provide a kind of movable stencil distance, and the overall advance and retreat mold mechanism of the wall form of stability under loading.
To achieve these goals, the utility model adopts following technical scheme:
The overall advance and retreat mold mechanism of a kind of wall form; comprise fixed mount, the support set be fixedly connected on described fixed mount, intert the screw rod in described support set and the nut that coordinates with described screw rod; the outline diameter of described nut is greater than the internal diameter of described support set; and described nut has two; lay respectively at the two ends of described support set and all screw on described screw rod, one end of described screw rod being provided with the template connecting portion directly coordinating with wall form or indirectly coordinate.
Adopt technique scheme, by the end making corresponding nut be fitted in support set, and screw this nut to control the movement of screw rod, and then wall form is moved, the movable distance of wall form depends on the length of screw rod, and movable distance is relatively long; In addition, when mobile wall template, stressed main concentrating is that, on the support set that fixed mount is fixedly connected with, stability under loading, can not destroy the screw thread of screw rod and nut, application life is higher.
As of the present utility model one improve, described template connecting portion is provided with joint steel pipe, described joint steel pipe be fixed on wall form or wall form fixing steel pipe on.By above-mentioned improvement, make the connection between template connecting portion and wall form more stable, not easily produce local pressure.
As further improvement of the utility model, described nut is provided with handle.By above-mentioned improvement, handled easily person screws nut.
Further improve as of the present utility model, described support set is welded on described fixed mount, or described support set is fixed together by fastening assembly and described fixed mount.By above-mentioned improvement, make the connection of support set and fixed mount more firm.
Accompanying drawing explanation
Fig. 1 is the structural representation of the overall advance and retreat mold mechanism of the utility model wall form;
Fig. 2 is the overall advance and retreat mold mechanism of the utility model wall form and the mated condition schematic diagram rising mould bases;
Fig. 3 is the mated condition schematic diagram of the overall advance and retreat mold mechanism of the utility model wall form and wall form;
The structural representation of another kind of nut of Fig. 4 for providing in the utility model embodiment.
Indicate corresponding as follows in figure:
1-fixed mount; 2-support set;
3-screw rod; 31-template connecting portion;
4-nut; 41-handle;
5-joint steel pipe; 6-rises mould bases;
7-wall form.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As shown in Figure 1; the overall advance and retreat mold mechanism of the wall form that the present embodiment provides; comprise fixed mount 1, the support set 2 be fixedly connected on fixed mount 1, intert the screw rod 3 in support set 2 and the nut 4 that coordinates with screw rod 3; fixed mount 1 can be arranged on and rise on mould bases, and screw rod 3 can move along the length direction of support set 2 in support set 2.Support set 2 can be welded on fixed mount 1, also can be fixed together by conventional fastening assembly and fixed mount 1.
Nut 4 has two, and lay respectively at the two ends of support set 2 and all screw on screw rod 3, the outline diameter of nut 4 is greater than the internal diameter of support set 2, and like this, nut can be fitted on the end face of support set 2.In the present embodiment, also on nut 4, be provided with handle 41, such operator is without the need to screwing nut 4 easily by instrument, the quantity of handle 41 can be arranged according to actual needs, handle 41 on nut 4 as shown in Figure 1 has two, but also can use nut 4 as shown in Figure 4, the handle 41 on this nut 4 has four.When screw rod 3 moves toward some directions by needs, only the party's nut 4 upwards need be screwed the end face to being adjacent to support set 2, by another nut 4 toward the direction whiz away from support set 2 to precalculated position, the length that the distance now between two nuts 4 deducts support set 2 is the moveable distance of screw rod 3; Afterwards the direction of the nut 4 being adjacent to support set 2 toward another nut 4 is screwed, drive screw rod 3 to move, until two nuts 4 are all fitted on the end face of support set 2.
One end of screw rod 3 is provided with the template connecting portion 31 directly coordinating with wall form or indirectly coordinate, template connecting portion 31 can directly and wall form be installed together, also can be installed together with the fixed mount for fixing wall form.When considering that template connecting portion 31 directly coordinates with wall form, during moving die plate, the stressed cooperation position being concentrated in template connecting portion 31 and wall form, namely only stress point is had in this position, connectivity robustness for this position requires higher, therefore in the present embodiment, template connecting portion 31 is provided with joint steel pipe 5, joint steel pipe 5 can be round steel pipe, rectangular steel tube, iron plate, steel plate or other chapped pipes, its length can be arranged according to actual needs, template connecting portion 31 is preferably connected to the centre position of joint steel pipe 5, then joint steel pipe 5 be fixed on wall form again or wall form fixing steel pipe on, namely template connecting portion 31 coordinates indirectly with wall form, connection between such template connecting portion 31 and wall form is more stable, not easily produce local pressure.
Be illustrated in figure 2 the overall advance and retreat mold mechanism of wall form of the present embodiment and the mated condition rising mould bases 6, rise mould bases can be routine rise mould bases, also can be novel rise mould bases; Figure 3 shows that the mated condition of the overall advance and retreat mold mechanism of the wall form of the present embodiment and wall form 7, wall form can be conventional template, also can be novel standard form; In addition, the overall advance and retreat mold mechanism of the wall form that the present embodiment provides not only may be used for the construction of hoistway formwork, also may be used for the construction of the building body such as pillar, shear wall.
By reference to the accompanying drawings detailed description is done to the utility model above; but embodiment of the present utility model is not limited in above-mentioned embodiment; those skilled in the art can make various distortion to the utility model according to prior art; as by fixed mount 1 with rise the integral formula structure of Mold Base Design etc., these all belong to protection domain of the present utility model.
Claims (4)
1. the overall advance and retreat mold mechanism of wall form; it is characterized in that; comprise fixed mount, the support set be fixedly connected on described fixed mount, intert the screw rod in described support set and the nut that coordinates with described screw rod; the outline diameter of described nut is greater than the internal diameter of described support set; and described nut has two; lay respectively at the two ends of described support set and all screw on described screw rod, one end of described screw rod being provided with the template connecting portion directly coordinating with wall form or indirectly coordinate.
2. the overall advance and retreat mold mechanism of wall form as claimed in claim 1, is characterized in that, described template connecting portion is provided with joint steel pipe, described joint steel pipe be fixed on wall form or wall form fixing steel pipe on.
3. the overall advance and retreat mold mechanism of wall form as claimed in claim 1 or 2, is characterized in that, described nut is provided with handle.
4. the overall advance and retreat mold mechanism of wall form as claimed in claim 1 or 2, it is characterized in that, described support set is welded on described fixed mount, or described support set is fixed together by fastening assembly and described fixed mount.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420691752.2U CN204299182U (en) | 2014-11-14 | 2014-11-14 | The overall advance and retreat mold mechanism of a kind of wall form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420691752.2U CN204299182U (en) | 2014-11-14 | 2014-11-14 | The overall advance and retreat mold mechanism of a kind of wall form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204299182U true CN204299182U (en) | 2015-04-29 |
Family
ID=53104730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420691752.2U Expired - Fee Related CN204299182U (en) | 2014-11-14 | 2014-11-14 | The overall advance and retreat mold mechanism of a kind of wall form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204299182U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057321A (en) * | 2018-11-16 | 2018-12-21 | 上海建工集团股份有限公司 | Integral steel platform mould bases super large bearing capacity attached wall system and construction method |
| CN109629831A (en) * | 2018-12-24 | 2019-04-16 | 蒿振侠 | A kind of cross staggered floor lockup supporting structure |
-
2014
- 2014-11-14 CN CN201420691752.2U patent/CN204299182U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057321A (en) * | 2018-11-16 | 2018-12-21 | 上海建工集团股份有限公司 | Integral steel platform mould bases super large bearing capacity attached wall system and construction method |
| CN109057321B (en) * | 2018-11-16 | 2019-02-15 | 上海建工集团股份有限公司 | Integral steel platform mould bases super large bearing capacity attached wall system and construction method |
| CN109629831A (en) * | 2018-12-24 | 2019-04-16 | 蒿振侠 | A kind of cross staggered floor lockup supporting structure |
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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: 20150429 Termination date: 20171114 |