CN1824904A - Mould for engineering grouting forming - Google Patents
Mould for engineering grouting forming Download PDFInfo
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- CN1824904A CN1824904A CN 200510007452 CN200510007452A CN1824904A CN 1824904 A CN1824904 A CN 1824904A CN 200510007452 CN200510007452 CN 200510007452 CN 200510007452 A CN200510007452 A CN 200510007452A CN 1824904 A CN1824904 A CN 1824904A
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- type film
- thin type
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- mould
- bracing
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Abstract
The invention relates to a mold for engineering grouting and forming that forms a thin film according to the section shape, length, and height of the grouting structure. A first and second connection end, and upper and down brim end are formed around it. The down brim end connects to constructing side, and the first connection end connects to the second connection end to form a grouting cavity of sealing section and fixed with the upper brim end by a supporting end of flex component. The invention could sharply simplify construct process and lower manpower and conveying cost.
Description
Technical field
The invention relates to a kind of mould of engineering grouting forming, and particularly relevant for a kind of grouting method of the columnar structures of using as construction engineering by the thin type membrane material.
Background technology
In social structure with science and technology rapidly under the development and change, many engineering methods are abandoning tradition thinking and pattern, for example: construction building operations mode is laid reinforcing bar and group shuttering post-grouting mode from tradition, develop into design planning and become to adopt standardized precasting or combined method, progressive so far to the construction method that can utilize special material or mould building.
Currently used structure worker's method is broadly divided into pre-casting method and terrain grouting worker method.The pre-casting method that duration is short, its must be in other place prior precasting structure, the mode that adopts reinforcing cage and set up mould (steel) plate is loaded onto on-the-spot the joint after being in the milk and finishing precast piece, is in the milk at junction surface grouping shuttering more again and finishes construction.And traditional terrain grouting worker rule is to adopt the upright reinforcing cage of on-the-spot group and set up mould (steel) plate to impose ready mix concrete grouting again, or organize upright reinforcing cage in advance is loaded onto and on-the-spotly finishes with mould (steel) plate group is upright in other place, imposes ready mix concrete grouting again.
Therefore, no matter above-mentioned which kind of construction method certainly will use a large amount of mould (steel) plate, yet these moulds (steel) plate is too heavy, the transportation inconvenient and need most manpowers set up, tie up dress, and need the block-by-block form removal again behind the block-by-block group mould, carry and lifting operation repeatedly, be the problem that this type of construction method faces.
Summary of the invention
Because the shortcoming of the above known job practices, the present invention provides a kind of confession and carry out the mould that engineering grouting is shaped on working face, comprise: a thin type film, have first and second link and a upper and lower acies all around respectively, this time acies is to be fixed on this working face, this first link is to be connected with this second link, makes this thin type film form a grouting cavity of closed cross-section; And at least one bracing or strutting arrangement, this bracing or strutting arrangement was fixed with going up acies, supports this thin type film and this thin type film one tension force is provided.
The thin type film of this tool plastic material, except having the reusable advantage of traditional mould (steel) plate, simultaneously according to the perimeter of section of desire grouting with highly cut into integrated thin type film (mould), all very light, practical on the quality that assembling, dismounting and grouting are shaped, meet the modern science and technology building and need shaping fast, duration weak point, and simplify the advantage of construction process, reduction manpower and landed cost significantly, this is one of purpose of the present invention.
Another object of the present invention provides a kind of method of being in the milk and being shaped, and comprises the following step: at least one around the home thin type film of a working face, connect under this thin type film acies on this working face; Connect this first link of this thin type film and this second link, make to be a grouting cavity with closed cross-section; And at least one bracing or strutting arrangement is set, and fix this rising wood and support this thin type film, make this thin type film towards axial tool one tension force.
Manufacturing process of the present invention mainly is the quick shaping dies of production building cylindrical-shaped structure body, especially bad, utilize the exposure of the technology of the present invention more can implement out the not structure of given shape, for example: triangle or polygonal structural column, beam body at least, no matter and be that in-site pouring or precast piece all are suitable for technological concept of the present invention.
For reaching the purpose of foregoing invention, the present invention further takes following enforcement means:
Thin type film first link of the present invention and second link are to make slide fastener by two ends and a slide fastener makes it fluid-tight engagement; Or at two link repeating parts to paste (as 3M; The devil is sticking) or snapping (as: ab button; The son, box) etc. mode connect.
One embodiment of bracing or strutting arrangement of the present invention is for adopting an arch door shape roof beam structure, one telescopic component is fixed on this roof beam structure, the other end connects a crowfoot, and the last acies of this crowfoot and thin type film is fixed 2 points at least, again by the flexible axial tension force of this thin type film tool that makes of this telescopic component.Another embodiment then adopts a roof beam structure, frame is on the main muscle of reinforcing cage, the other end of roof beam structure is fixed a telescopic component, this telescopic component protuberance contacts a crowfoot, this crowfoot is by this chain and should go up the fixing of acies, the tool hoist engine is pulled up to the thin type film the certain altitude evenly on utilizing chain, and more the extension by telescopic component makes the thin type film have more axial tension force.
Description of drawings
Fig. 1 is that the present invention is in the milk and is finished, and does not tear the stereo appearance figure of film as yet open;
Fig. 2 is the sectional perspective phantom drawing that Fig. 1 of the present invention is not in the milk;
Fig. 3 is the thin type film is risen in the present invention by at least one bracing frame a block diagram (view after dotted line is represented to locate);
Fig. 4 is the top view (not comprising bracing frame) of Fig. 3 of the present invention;
Fig. 5 A is the fixedly cut-away section schematic diagram of working face of the present invention;
Fig. 5 B is fixedly another enforcement illustration of working face of the present invention;
Fig. 6 is another enforcement schematic diagram of thin type film two link connected modes of the present invention;
Fig. 7 is the another enforcement schematic diagram of thin type film two link connected modes of the present invention;
Fig. 8 is that the present invention hangs another enforcement illustration that rises the thin type film;
Fig. 9 is that the present invention hangs the another enforcement illustration that rises the thin type mould.
The specific embodiment
Below be conjunction with figs., disclose and illustrate embodiments of the invention in detail.
Please also refer to Fig. 1～Fig. 3 of the present invention, the present invention provides a kind of mould of engineering grouting forming, comprises: a working face 2 is an operating platform in the precasting field usually, and cast-in-site is base face or floor face; One thin type film 10, it is a plastic material, such as: materials such as waterproof Polypropylence Sheet of HDPE or flat tatting embryo of PE cloth, size need be looked desire grouting cross-sectional periphery and height product and be cut out, have on one first link 13, one second link 14, an acies 11 and acies 12 once around the thin type film 10 respectively, this time acies 12 18 is fixed on the aforementioned working face 2 with nail 3 by pre-drilled some holes, and preferable enforcement is at least fixes 3 points, and visual project scale needs and increases and decreases.Yet in other embodiments, following acies 12 also can be fixed on the working face 2 by bolt or with the weight pressing mode.
What need emphasize is, thin type film 10 of the present invention has more a barrier film 16 (as shown in Figure 1), it is for after preventing concrete setting, blocks slide fastener 17 easily and causes slide fastener 15 to slide using and design, and the mode that its is shaped can be to stick a glue-line in addition or directly grow from thin type film 10.In addition, some spacers 56 are arranged, make thin type film 10 and reinforcing cage 5 keep suitable distance, as shown in Figure 4 at the main muscle 52 appropriate intervals place devices of reinforcing cage 5.
Please also refer to Fig. 5 A of the present invention, Fig. 5 B, it is to illustrate the fixedly phantom of working face of thin type film.From the above, if following acies 12 is directly fixing with nail 3, and fixed effect is not good and also have the spillage problem, therefore, preferable and be difficult for injuring thin type film 10 in the mode of the increase fixed-area of angle steel 22 or wooden unit 24, the visual project scale size of the quantity of angle steel 22 or wooden unit 24 and increasing and decreasing.
Please refer to Fig. 6, Fig. 7, it is to illustrate two kinds of embodiment schematic diagrames that thin type film two links engage.10 liang of links of thin type film of the present invention, 13,14 repeating parts 20 (the face place promptly is bonded with each other) more can be pasted 152 (as: devil is sticking) or snapping 154 (as: ab button; Son, box) etc. mode connect, and the some main muscle 52 that protrudes on the grouting finished surface 102 is for the continued access of next floor or the usefulness of tying up muscle, seldom gives unnecessary details at this.Particularly, in order to increase the radial support power of thin type film 10, can at least one support ring 30 (strengthening circle) be set, schematic diagram as shown in Figure 7 in appropriate position, thin type film 10 outside.
At axial component, in order to provide the thin type film 10 certain tension force, reduce grouting liquid and flow, and make that the constituent parts area all produces approximate reaction force on the thin type film 10 to the little place of strength, therefore, the present invention has designed two kinds of embodiment in addition.Please refer to Fig. 8, this is the second embodiment of the present invention, this figure is arch door shape roof beam structure 82 as bracing frame with one, generally be girder steel, the upper end is with a suspension hook 824 horizontal telescopic components 78 that hang, the abutting stem 782 of telescopic component 78 is fixedlyed connected with a crowfoot 86, and the claw 862 of this crowfoot 86 is fixed 2 points at least with the last acies 11 of thin type film 10, and the extension that is relending telescopic component 78 makes the axial tension force of thin type film 10 tools.Yet, the telescopic component 78 here is applicable to vapour (oil) cylinder pressure, and press valve relevant tube line traffic control with vapour (liquid), because the stroke of vapour (oil) cylinder pressure is limited, be the length of the abutting stem 782 that discloses of present embodiment, therefore, can be earlier be pulled up to certain distance by the bracing or strutting arrangement 7 of Fig. 3 of the present invention after, finish by present embodiment again, so can obtain a good axial tensile force.
In addition, please refer to Fig. 9 of the present invention, this is the 3rd preferred embodiment figure of the present invention.The main muscle 52 of reinforcing cage 5 is changed in the bracing force source of present embodiment, it is the roof beam structure 92 by a light weight, be provided with 922 of relative some grooves on those main muscle 52, the other end of roof beam structure 92 is fixed a telescopic component 79, abutting stem 792 contacts one crowfoot 96 of this telescopic component 79, the claw 962 of this crowfoot 96 respectively is provided with a suspension hook 924 in order to be connected with chain 794, these chain 794 other ends and last acies 11 are connected and fixed, the fixed form here is to illustrate a clasp 926 to connect, more be provided with a hoist engine 796 at chain 794 places, so as to scrolling chain 794.Maximum does not exist together among this embodiment, be that chain 794 is by hoist engine 796 scrolling initiatively, make thin type film 10 directly be pulled up to certain precasting height, utilize the elongation of telescopic component 79 to make thin type film 10 again, and the telescopic component 79 that the 3rd embodiment is suitable for is a jack more towards axial tension.
In sum, thin type film 10 of the present invention axially all obtains sufficient strength and supports and the location radially reaching, and its formed grouting cavity 100 is generally a cylindrical structural body.
After disclosed technology and embodiment have a basic understanding to the present invention, will further introduce the method for a kind of engineering grouting forming of the present invention, its step is as follows:
At least one around the home thin type film 10 on a working face 2, the following acies 11 of fixing this thin type film 10 is on this working face 2;
At least one telescopic component 7, fixing and elongation should be gone up acies 14, made this thin type film 10 towards axial tool one tension force; And
Concrete placing slurry is to this grouting cavity 100, treat concrete setting after, remove this telescopic component 7 and this thin type film 10, finish manufacturing.
Wherein, more can install one by coating in the grouting cavity 100 before grouting, this is generally reinforcing cage 5 by coating.The implementation method that the present invention discloses is not just won to make and is produced columniform large tracts of land structure, especially bad, more can produce the structure of other shape, for example: triangle or polygonal post, girder construction body etc.
In other words, utilize the thin type film 10 of multi-disc, also be formed with one first link 13 all around, one second link 14, acies 11 reaches acies 12 on one, first link connects second link of another thin type film, relend three kinds of bracing or strutting arrangement embodiments that illustrate by the present invention, be Fig. 3, shown in Fig. 8 and Fig. 9, make thin type film 10 have the polygon grouting structure (figure does not illustrate) of a tension force, know this skill and after checking case of the present invention, get the implementation method and the step of the above-mentioned telescopic component of conversion easily, certainly, 10 times acies of each thin type film 12 must be fixed with working face 2 in advance, please refer to the embodiment of Fig. 5 A or Fig. 5 B.
Be, to replace traditional mould (steel) board construction method what this need emphasize no matter be that in-site pouring or precast piece all are suitable for technological concept of the present invention.
The above only is preferred embodiment of the present invention; be not in order to limit the standard of essence technology contents of the present invention; if any technology entity that other people are finished or method and following claim are defined as identical; or be a kind of change of equivalence, all be regarded as being covered by in this Patent right requirement protection domain.
Claims (10)
1. the mould of an engineering grouting forming is characterized in that, comprises:
But the thin type film of a free deformation,
At least one bracing or strutting arrangement, this bracing or strutting arrangement connect this thin type film and vertically to supporting this thin type film, make this thin type film form a grouting cavity of tool closed cross-section.
2. mould as claimed in claim 1 is characterized in that, described this thin type film has one first link and corresponding one second link at least, and this first link is to connect airtight with second link to make this thin type film have closed cross-section.
3. mould as claimed in claim 2 is characterized in that, described this first link and this second link connected mode comprise uses a zipper joint.
4. mould as claimed in claim 1 is characterized in that, this first link of described this thin type film and this second link more can connect by having stickup or snapping mode.
5. mould as claimed in claim 1 is characterized in that, more can at least one support ring location be set, to increase support force radially in this thin type film outside.
6. mould as claimed in claim 1 is characterized in that, described this bracing or strutting arrangement is to comprise a telescopic component, by adjusting this telescopic component to change the tension force on this thin type film.
7. the method for an engineering grouting shaping external mold is characterized in that, comprises the following step:
In at least one around the home thin type film of a working face, connect under this thin type film acies on this working face;
One first link and one second link that connect this thin type film have a grouting cavity that is closed cross-section with formation;
Set up at least one bracing or strutting arrangement, connect the last acies of this thin type film, so that this thin type film one tension force to be provided.
8. method as claimed in claim 7 is characterized in that, further comprises the telescopic component adjusted on this bracing or strutting arrangement to change the tension force of this thin type film.
9. a confession is carried out the mould that engineering grouting is shaped in a working face, it is characterized in that, comprises:
One thin type film, have on one first link, one second link, an acies and acies once all around respectively, this time acies is to be connected on this working face, and this first link is to be connected with this second link, makes this thin type film form a grouting cavity of closed cross-section; And
At least one bracing or strutting arrangement, this bracing or strutting arrangement is to comprise:
At least one roof beam structure;
One telescopic component is to be fixed in this roof beam structure; And
One crowfoot is to connect this telescopic component, and this crowfoot was fixed 2 points at least with going up acies, borrowed the elongation of this telescopic component to make this thin type film tool one tension force.
10. mould as claimed in claim 9 is characterized in that, this telescopic component is vapour pressure cylinder or oil hydraulic cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100074523A CN100348815C (en) | 2005-02-21 | 2005-02-21 | Mould for engineering grouting forming |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100074523A CN100348815C (en) | 2005-02-21 | 2005-02-21 | Mould for engineering grouting forming |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1824904A true CN1824904A (en) | 2006-08-30 |
| CN100348815C CN100348815C (en) | 2007-11-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100074523A Active CN100348815C (en) | 2005-02-21 | 2005-02-21 | Mould for engineering grouting forming |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100348815C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790604A (en) * | 2015-03-08 | 2015-07-22 | 林光琴 | Sectional type coating decorating technology for building wall |
| CN104790605A (en) * | 2015-03-09 | 2015-07-22 | 林光琴 | Coating decorating technology for building wall |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3932759A1 (en) * | 1989-09-30 | 1991-04-11 | Prinzing Georg Gmbh Co Kg | Mould work and formwork for circular concrete sections - incorporates projecting in-built iron components and uses clamps and sectional components at insert positions |
| CN1168442A (en) * | 1996-06-13 | 1997-12-24 | 王国中 | RC cylindrical formwork and its production method and special equipment |
| CN2522530Y (en) * | 2001-11-19 | 2002-11-27 | 杨福成 | Three-section form-dismantling equipment |
-
2005
- 2005-02-21 CN CNB2005100074523A patent/CN100348815C/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790604A (en) * | 2015-03-08 | 2015-07-22 | 林光琴 | Sectional type coating decorating technology for building wall |
| CN104790605A (en) * | 2015-03-09 | 2015-07-22 | 林光琴 | Coating decorating technology for building wall |
| CN104790605B (en) * | 2015-03-09 | 2017-05-31 | 中海怡高建设集团股份有限公司 | Building wall applies decoration technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100348815C (en) | 2007-11-14 |
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