CN85104272A - A kind of flexible construction formwork - Google Patents
A kind of flexible construction formwork Download PDFInfo
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- CN85104272A CN85104272A CN 85104272 CN85104272A CN85104272A CN 85104272 A CN85104272 A CN 85104272A CN 85104272 CN85104272 CN 85104272 CN 85104272 A CN85104272 A CN 85104272A CN 85104272 A CN85104272 A CN 85104272A
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Abstract
The invention provides a kind of flexible construction formwork, be characterized in being provided with the lug of band endoporus along the template periphery, the template of all size specification can be used with arbitrarily angled assembly unit by latch, thereby needn't adopt interior angle template, auxiliary parts such as external angle template, angle steel, tie can reach the various modeling requirement of building, conveniently use and manage, improve mounting or dismounting template speed, save and stack position in storehouse, if adopt the vertical layered template construction method that shifts, more can improve the recycling rate of waterused of template, reduce the expense of template and stabilizing member.
The present invention is applicable to the construction of various cast-in-place concrete structures, especially adapts to the many frame-type building structures of transversary, and the small and medium construction engineering construction that the place is narrow, the place disperses.
Description
The invention belongs to building form.
The flexible template of the present modular system of using, its basic templates adopt all steel (or aluminium) shaped as frame structure, or are made up of special metal frame and plywood panel, carry out assembly unit with pull bar and fastener.But for the concrete structure that reaches buildings such as house requires or the needs of formwork intensity, this kind template system auxiliary parts such as comprising interior angle template, external angle template, angle steel, tie of still needing, simultaneously, the inside and outside angle mould of use standard and angle steel generally can only satisfy 90 ° of assembly unit requirements, and it is very difficult doing assembly unit at any angle as need.For example No. 7818 " external template system atlas " Japanese steel form system in (in December, 1978) of National Construction Committee division of construction institute building information institute construction work intelligence data is an example wherein.
The purpose of this invention is to provide the flexible construction formwork of a kind of new modular system, it not only can arbitrarily be assembled the template piece spare of all size specification, also can do assembly unit at any angle, therefore needn't adopt auxiliary parts such as inside and outside angle mould, angle steel can reach the various concrete structure requirements of building.
Flexible construction formwork of the present invention is basic model with the plane.(in the time will constituting the arcuate building body, can be designed to corresponding cambered surface), the most general is rectangle, also available trapezoidal (as constituting cap) or other shapes, its structure is to be provided with lug along the template periphery, and all lugs are all along the suitable interruption-like arrangement of direction of rotation of template periphery, the length of each lug and the equal in length of the groove between the lug, simultaneously, the axis length of each limit upper lug equals the even-multiple of ear length.With the moulding plate series of this rule formation, but all assembly units anyhow.Lug has endoporus, and direction has breach at the master plate back side, the middle part of lug, when two template assemblies, makes the lug endoporus centering of the two, and latch is inserted the endoporus of two templates from breach, two templates hinge pin connect, so can be assembled into arbitrarily angled.
The template of said structure, it is alternate also can to make length to lug: the lug of above-mentioned template to using long (or short) lug and a weak point (or long) groove replaces, again the groove of above-mentioned template to using a weak point (or long) lug and long (or short) groove replaces, and long lug and Chang And and adjacent such as long recess Deng, short lug and short Chang And and adjacent such as groove Deng.At long lug middle part gap, to insert latch.
On template plate face, have the through-wall bolt hole, can assemble through-wall bolt during construction, between inside and outside template, play connection and spacing effect.
The longitudinal mode deep floor is established at the template back side, and the socket joint hole is arranged on the floor, so that bearing diagonal and socket joint steel pipe are installed, thereby guarantees that the good template of assembling combination has enough stability when construction.
In order to bring into play the structural advantages of flexible template of the present invention, can connect solid (for example welding) to a block length rectangle template face on the lateral column face of a cubic cylindricality truss, And connects a block length square template face solid on the end face of truss.Because truss is a kind of effective stabilizing member, the lug of the template face periphery on truss lateral column face and end face can splice with other template easily and connect admittedly.Thereby with behind a plurality of cylindricality truss and other template assembly, the suitable diagonal brace of arranging in pairs or groups again can constitute stable structure, can be used to water wall, cylinder or floor etc.For the column type truss that is placed on in-situ concrete wall interior angle position, should connect two block length rectangle template faces admittedly, angle mould in plaing a part in right angle orientation.
Below in conjunction with accompanying drawing the present invention is further described.
Fig. 1 is flexible construction formwork shape, specification exemplary plot.All lugs " 1 " all are spaced ， And along a rotation direction and satisfy the following relationship formula:
1. lug length=groove " 2 " length=a
(it is more suitable generally to get the a=100 millimeter)
2. vertical axis " 3 " length=2Ma(M of lug is an integer)
3. the horizontal axis of lug " 6 " length=2na(n is an integer)
Thereby constituting with length a is the flexible construction formwork series of modular system of basic module.
Floor " 5 " is used to strengthen template, and through-wall bolt hole " 4 " are used to assemble through-wall bolt.
Fig. 2 is the alternate ledge arrangement exemplary plot of length.Lug " 1 " and groove " 2 " have replaced the lug shown in Fig. 1, lug " 3 " and groove " 4 " have replaced the groove shown in the figure one, and lug " 1 " is isometric and adjacent with groove " 4 ", groove " 2 " is isometric and adjacent with lug " 3 ", lug " 1 " gap constitutes hinge pin with latch and another template thus and is connected.
Fig. 3 is ledge arrangement and assembly unit exemplary plot.The lug " 4 " of template " 1 " is stuck between the lug " 3 " and lug " 5 " of template " 2 ", and latch " 6 " inserts the endoporus of lug " 4 " and lug " 5 " from the breach of lug " 4 ", template " 1 " and template " 2 " hinge pin be connected.
Fig. 4 is two a template interior angles splicing exemplary plot.Template " 1 " is spliced into interior angle with template " 2 " by lug " 3 ", constitutes rock-steady structure with bearing diagonal " 4 ".
Fig. 5 is two a template exterior angles splicing exemplary plot.Template " 1 " and template " 2 " are spliced into the exterior angle by lug, are welded with horizontal latch " 4 " on the horizontal slotting steel pipe of right angle type " 3 ", and each horizontal latch is injected in the socket joint hole of template " 1 " and " 2 ", promptly constitute rock-steady structure.
Fig. 6 is two a template straight angles splicing exemplary plot.Template " 1 " and template " 2 " are done 180 ° of splicings by lug, the latch of solid welding on socket joint steel pipe " 3 " injected template " 1 " reaches in the socket joint hole of " 2 ", rock-steady structure.
Fig. 7 is the cubic cylindricality truss schematic diagram that connects intrinsic template face, and long rectangle template face " 1 " connects solid in the side of truss " 2 ", and square template face " 3 " connects solid on the end face of truss " 2 ".
Flexible building template system of the present invention, available steel or lead are made, and also can adopt steel skeleton gummed panel, are applicable to building structure and the municipal works such as the solidifying native wall cylinder of cast-in-place filling, floor, crossbeam. If utilize the stable effect of through-wall bolt or column type truss to adopt the vertical layered recycling rate of waterused that the template construction method more can improve template that shifts, reduce the expense of template. During with this construction method, 0.8 to 1.2 meter of every cast-in-place floor height is advisable, and to alleviate concrete to the horizontal pressure of template, And reduces stabilizing member.
Because the present invention only can satisfy the various xoncrete structure modeling requirement of building with single template form, same template can be used in respectively on the template assemblies such as body of wall, column, floor, crossbeam, the one module multiple usages turnover is fast, thereby be conducive to use, manage, improve the speed of mounting or dismounting template, save and stack position in storehouse.
Because the present invention can make the horizontal or perpendicular assembly unit of the template of all size specification use, thereby can make lightly conveniently. Manpower can be conveyed in sections, it is narrow that this just is conducive to field boundary ground, and the place disperses, the specially construction equipment small building engineering construction of putting to good use not open, because the lug that connects template by latch has reliable intensity, thereby needn't reinforce with the post hoop again during as the post mould.
Claims (4)
1, a kind of flexible construction formwork that constitutes by the plane, deep floor is established at the back side, it is characterized in that being provided with along the template periphery lug of band endoporus, and all lugs all are spaced along a rotation direction along the template periphery.The length of each lug and the equal in length of the groove between the lug, simultaneously, the axis length of lug equals the even-multiple of ear length.
2,, it is characterized in that the master plate back side, said lug middle part direction has breach according to the described flexible construction formwork of claim 1.
3, flexible construction formwork as claimed in claim 1 or 2 is characterized in that template can connect admittedly together with truss.
4, flexible construction formwork as claimed in claim 1 or 2, wherein said lug is to using long (or short) lug and the replacement of a weak point (or long) groove, said groove is to using a weak point (or long) lug and the replacement of long (or short) groove, and long lug and Chang And and adjacent such as long recess Deng, short groove and short Chang And and adjacent such as lug Deng.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 85104272 CN85104272A (en) | 1985-06-03 | 1985-06-03 | A kind of flexible construction formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 85104272 CN85104272A (en) | 1985-06-03 | 1985-06-03 | A kind of flexible construction formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN85104272A true CN85104272A (en) | 1986-05-10 |
Family
ID=4793739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 85104272 Pending CN85104272A (en) | 1985-06-03 | 1985-06-03 | A kind of flexible construction formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN85104272A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503508A (en) * | 2017-08-04 | 2017-12-22 | 重庆新久融科技有限公司 | A kind of position-movable aluminum alloy mould plate of wall-through hole |
| CN108643553A (en) * | 2018-06-15 | 2018-10-12 | 中国三冶集团有限公司 | A kind of dual-purpose connection template in the negative and positive angle of adjustable angle |
| CN109281321A (en) * | 2018-11-28 | 2019-01-29 | 中建隧道建设有限公司 | Plate device and construction method for side wall gunite concrete with mould rapid construction |
-
1985
- 1985-06-03 CN CN 85104272 patent/CN85104272A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503508A (en) * | 2017-08-04 | 2017-12-22 | 重庆新久融科技有限公司 | A kind of position-movable aluminum alloy mould plate of wall-through hole |
| CN107503508B (en) * | 2017-08-04 | 2019-11-01 | 重庆新久融科技有限公司 | A kind of aluminum alloy mould plate that wall-through hole is position-movable |
| CN108643553A (en) * | 2018-06-15 | 2018-10-12 | 中国三冶集团有限公司 | A kind of dual-purpose connection template in the negative and positive angle of adjustable angle |
| CN109281321A (en) * | 2018-11-28 | 2019-01-29 | 中建隧道建设有限公司 | Plate device and construction method for side wall gunite concrete with mould rapid construction |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |