CN100370105C - Profiled template for building and supporting system thereof - Google Patents
Profiled template for building and supporting system thereof Download PDFInfo
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- CN100370105C CN100370105C CNB2006100767023A CN200610076702A CN100370105C CN 100370105 C CN100370105 C CN 100370105C CN B2006100767023 A CNB2006100767023 A CN B2006100767023A CN 200610076702 A CN200610076702 A CN 200610076702A CN 100370105 C CN100370105 C CN 100370105C
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Abstract
The present invention relates to a template and a support system of a special-shaped construction component. According to the external dimensions of the special-shaped construction component, template parts are spliced into a template of which the shape accords with that of the construction component; a seam wood line is made at the position of an internal corner and an external corner, where the template contacts the construction component, and is used for the splice with the template, so that the internal corner and the external corner of the structure form the shape of a circular arc or a right angle or a fold line. According to the dimensions of the largest parts in both transverse direction and vertical direction of the template of the construction component, the construction component is processed into an external support in the shape of a square, a rectangle or a circle; according to the dimensions of a position which can not be contacted by the template of the construction component or by the support system, a partial support is processed, so that the partial support and the external support form the support system together.
Description
Technical field:
The present invention relates to a kind of support system of profiled template for building.
Background technology:
Because the requirement of modern building profile or the requirement of function, the section form of building is more and more, the clear water concrete becomes fashion simultaneously, for guaranteeing structure section size, the mould of accomplishing not rise, not spillage, unified, the section form unification of building cross section angle, brought a very big difficult problem just for traditional formwork erection technology.
Summary of the invention:
Principle of the present invention is to carry out template processing according to the outer shape of the building components of pre-construction, to form exterior sheathing, then according to the be installed togather outer cross sectional shape of formation rule of the concrete local shape processing local support parts of building components and exterior sheathing, as rectangle, circle or square etc., to reach the construction that utilizes traditional template supporting way can finish irregular building structure or member.
A kind of support system of irregular building component model, appearance and size according to the irregular building parts is spliced into mould material the template that conforms to this building component profile, do lid seam wood strip in template and the contacted negative and positive of building unit angular position, use with the form assembly splicing, can make structure negative and positive dihedral in the arc-shaped or right angle type or broken line shape.Template after the shaping can be independent one, also can be that the shape according to building component forms several, symmetry or be provided with separately.At template and the contacted any part of building unit, moulding is installed, have the building unit external surface of indent decorative effect with formation.The employed material of template can be steel material, glass-reinforced plastic material, wooden materials, elastomeric material, plastic material.
A kind of support system that is used with the building component template, according to dimensioned squarely, rectangle or the circular external bracing of building component template at the largest portion of both direction anyhow, be dimensioned to local support according to above-mentioned support system with the position that the building component template can not contact, form support system jointly with local support and external bracing.As requested, the split bolt of formwork reinforcement can pass building component inside, also split bolt can be located at outside the building component, and not pass building component inside, thereby guarantee the concrete surface impression.
The cross sectional shape of building component is the flower basket type beam, and EXS width is with the Breadth Maximum of beam forms, and height is greater than deck-molding; The cross sectional shape of local support and ledger beam armpit shape are complementary, and the overall width of local support is identical with the Breadth Maximum of ledger beam bottom sum and building component template.The cross sectional shape of building component is an i beam, and EXS width is with the width of total frange plate place template, and height is greater than deck-molding; The local support height equates that with web place template height width equals the width of place, edge of a wing template; Local template is that two covers are oppositely arranged.The cross sectional shape of building component is a circular columns, EXS length, the same column diameter of width, and local support is positioned at circular four jiaos, meets at right angles to cut the shape of circle.
Be that the present invention will be described for example with the flower basket type beam below.
Description of drawings:
Figure one is that flower basket type rail beam template supports;
Figure two is flower basket type rail beam sectional drawings;
1--flower basket type rail beam; 2--stay in place formwork and negative and positive angle block line; The 3--moulding;
4--secondary constructing structure barricade; 5--reinforces (being an exterior sheathing part) such as flitch, steel pipes;
6--quadrangle bracing frame (local support); 7--support platform frame (being an exterior sheathing part);
8--split bolt (being an exterior sheathing part); The 9--decorative groove;
10--structure negative and positive angle (circular arc, broken line form) with decorative effect
The specific embodiment:
Shown in accompanying drawing one, two, flower basket type rail beam (diagram 1) section form is a gaily decorated basket shape, and the end is young, suitable for reading big, and the beam lateral wall is broken line form, forms a plurality of negative and positive angle (diagram 10); Form non-90 ° of angles at the bottom of beam lateral wall and lateral wall, lateral wall and the beam; The flower basket type rail beam cuts (diagram 1) and is the clear-water concrete quality requirement, and body structure surface does not have other architectural surface, and its body structure surface is provided with decorative groove line (diagram 9), and structure negative and positive angle requires to be circular arc or broken line form (diagram 10); The structure barricade is a secondary construction part (diagram 4).
Because beam section is big, and exists the overall structure cross section with the different parts situation of change, machined steel prepared material typified form carries out the construction cost cost and can promote greatly; For reducing cost, flower basket type rail beam (diagram 1) template adopts composite board, wood strip, reaches flitch assembly unit use, and the rail beam base plate is provided with the support platform frame system and supports, and is conventional material, reduces cost.Flower basket type rail beam (diagram 1) template is formed to be provided with and is adopted composite board and negative and positive angle block line (diagram 2) to reinforce flitch, steel pipe (diagram 5), quadrangle bracing frame (diagram 6), support platform frame (diagram 7), split bolt (diagram 8) to form, diagram 2,5,7,8 forms whole exterior sheathing, and diagram 6 is local template.Utilize local template interstitital texture vacancy position, whole exterior sheathing is square along the maximum limit of flower basket type rail beam installs, reduce difficulty of construction, guarantee construction quality.
Because the clear-water concrete requirement, the beam Surface Quality of Concrete requires high, must guarantee its sectional dimension, avoids the spillage phenomenon, and through-wall bolt can not structurally be set.Yet adopt common materials such as composite board and negative and positive angle block line, flitch assembled, directly be subjected to the concrete lateral pressure influence, easily in angular position, beam Xiayang and lateral wall inner corner trim position cause the part phenomenons such as mould, spillage that rise.And beam section is non-to be 90 ° of right-angle relationships, and conventional square-section reinforcement means can not directly use in the middle of the engineering, considers that the square-section reinforces to be easier to satisfy quality requirement, and is convenient to construction, adopts said method to carry out formwork erection.Make quadrangle bracing frame (diagram 6) evenly whole stressed like this, the restriction template mould that rises guarantees the structural section size, guarantees the concrete impression quality.
Because structure is the clear-water concrete requirement, be provided with decorative groove (diagram 9) at body structure surface and decorate, and the negative and positive angular position requires to be circular arc, right angle or broken line form (diagram 10), whole outstanding concrete appearance effect.After decorative groove (diagram 9) and negative and positive angle circular arc, right angle or broken line effect (diagram 10) all adopt moulding (diagram 3) and negative and positive angle block line (diagram 2) to fix with template assembly, once install finish, one-time-concreting finishes, behind stripping, directly form.
Claims (8)
1. the support system of an irregular building component model, appearance and size according to the irregular building parts is spliced into mould material the template that conforms to this building component profile, do lid seam wood strip in template and the contacted negative and positive of building unit angular position, use with the template splicing, can make structure negative and positive dihedral in the arc-shaped or right angle type or broken line shape, it is characterized in that, according to the building component template in the dimensioned squarely of the largest portion of both direction anyhow, rectangle or circular external bracing, be dimensioned to local support according to above-mentioned support system with the position that the building component template can not contact, form support system jointly with local support and external bracing.
2. the support system of building component template as claimed in claim 1 is characterized in that, the template after the shaping is independent one, or forms symmetrical several according to the shape of building component.
3. the support system of building component template as claimed in claim 1 is characterized in that, at template and the contacted any part of building unit, moulding or pattern is installed, and has the building unit external surface of indent decorative effect with formation.
4. the support system of building component template as claimed in claim 1 is characterized in that, the employed material of template is steel material, glass-reinforced plastic material, wooden materials, elastomeric material or plastic material.
5. the support system of building component template according to claim 1 is characterized in that the split bolt of template passes building component inside, or does not pass building component inside.
6. as the support system of building component template as described in claim 1 or 5, it is characterized in that the cross sectional shape of building component is the flower basket type beam, EXS width is with the Breadth Maximum of beam forms, and height is greater than deck-molding; The cross sectional shape of local support and ledger beam armpit shape are complementary.
7. as the support system of building component template as described in claim 1 or 5, it is characterized in that the cross sectional shape of building component is an i beam, EXS width is with the width of total frange plate place template, and height is greater than deck-molding; The local support height equates that with web place template height width equals the width of place, edge of a wing template; Local support is that two covers are oppositely arranged.
8. as the support system of building component template as described in claim 1 or 5, it is characterized in that the cross sectional shape of building component is a circular columns, EXS length, the same column diameter of width, local support is positioned at circular four jiaos, meets at right angles to cut the shape of circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100767023A CN100370105C (en) | 2006-04-19 | 2006-04-19 | Profiled template for building and supporting system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100767023A CN100370105C (en) | 2006-04-19 | 2006-04-19 | Profiled template for building and supporting system thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1837550A CN1837550A (en) | 2006-09-27 |
| CN100370105C true CN100370105C (en) | 2008-02-20 |
Family
ID=37015047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100767023A Expired - Fee Related CN100370105C (en) | 2006-04-19 | 2006-04-19 | Profiled template for building and supporting system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100370105C (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102653991B (en) * | 2012-02-28 | 2014-11-12 | 中建三局建设工程股份有限公司 | Raised type turnable concrete bearing part with template function and construction method thereof |
| CN106088586B (en) * | 2016-08-10 | 2018-08-14 | 中建八局第三建设有限公司 | A kind of large scale diamond shape reinforced concrete pile template reinforcing device and method |
| CN113216561B (en) * | 2021-04-30 | 2023-02-28 | 中国化学工程第十四建设有限公司 | Construction technology of small-section reinforced concrete air duct |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5207931A (en) * | 1992-02-12 | 1993-05-04 | Porter Walter W | Brace for concrete form |
| JPH07305500A (en) * | 1994-05-13 | 1995-11-21 | Fujiken:Kk | Wooden form for molding concrete and manufacture of wooden form |
| CN2571913Y (en) * | 2002-08-23 | 2003-09-10 | 周光毅 | Profile column plinth form |
| CN2748568Y (en) * | 2004-11-04 | 2005-12-28 | 中国建筑第八工程局第二建筑公司 | Repeatedly usable special-shaped formwork for engineering casing with rotary curved surface |
-
2006
- 2006-04-19 CN CNB2006100767023A patent/CN100370105C/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5207931A (en) * | 1992-02-12 | 1993-05-04 | Porter Walter W | Brace for concrete form |
| JPH07305500A (en) * | 1994-05-13 | 1995-11-21 | Fujiken:Kk | Wooden form for molding concrete and manufacture of wooden form |
| CN2571913Y (en) * | 2002-08-23 | 2003-09-10 | 周光毅 | Profile column plinth form |
| CN2748568Y (en) * | 2004-11-04 | 2005-12-28 | 中国建筑第八工程局第二建筑公司 | Repeatedly usable special-shaped formwork for engineering casing with rotary curved surface |
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| Publication number | Publication date |
|---|---|
| CN1837550A (en) | 2006-09-27 |
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Granted publication date: 20080220 Termination date: 20190419 |