CN105178193A - Mounting method for steel molding board capable of being self-anchored - Google Patents
Mounting method for steel molding board capable of being self-anchored Download PDFInfo
- Publication number
- CN105178193A CN105178193A CN201510547953.4A CN201510547953A CN105178193A CN 105178193 A CN105178193 A CN 105178193A CN 201510547953 A CN201510547953 A CN 201510547953A CN 105178193 A CN105178193 A CN 105178193A
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- China
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- soffit formwork
- side template
- mounting method
- screw mandrel
- molding
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Abstract
The invention discloses a mounting method for a steel molding board capable of being self-anchored. The mounting method comprises the following steps: a, pre-embedding lead screws into side molding boards and bottom molding boards and fixing the lead screws; b, mounting the side molding boards and connecting longitudinal side molding boards into a whole by virtue of U-shaped buckles and screws; c, connecting and locking the bottom molding boards, hanging up the bottom molding boards by virtue of the pre-embedded 7-sahped lead screws on the side molding boards, and carrying out flange opposite-pulling on the left bottom molding board and the right bottom molding board by virtue of a reserved opposite-pulling screw hole; and d, suspending a longitudinal steel tube outside the lead screws of the bottom molding boards, and connecting the lower end of the lead screw of the left bottom molding board with the lower end of the lead screw of the right bottom molding board through a transverse steel tube. According to the mounting method, concrete is poured to form a self-anchorage type system under the condition that the bottom surface of the steel molding board is not provided with support; and the mounting method has the advantages that integrity is strong, weight of the steel molding board is small, mould expansion is reduced, and the molding board has a recycling residual value after the project is completed, and the like.
Description
Technical field
The present invention be more particularly directed to a kind of can from the steel form mounting method of anchoring.
Background technology
The alternative wooden form of steel form, significantly reduce usually and traditionally with timber, veneer or steel plate etc. seal the eliminating of template to the pore water pressure in concrete pressure and bubble, after steel template structure pouring concrete is shaped, define a desirable rough interfaces, do not need to carry out scabbling operation and can enter next process construction.In building trade, template exists a lot, and application is general, and pattern is various, and the kind such as steel form, wooden form, style are lifted and be unequal to number.Be applied to various concrete field.Bridge formwork is as the term suggests be applied in the steel form in bridge project.When beam body headroom is higher, when extraneous support cannot support steel form, need a kind of can from the steel form of anchoring.
Therefore those skilled in the art be devoted to exploitation a kind of can from the steel form mounting method of anchoring.
Summary of the invention
Because the above-mentioned defect of prior art, technical problem to be solved by this invention be to provide a kind of can from the steel form mounting method of anchoring.
For achieving the above object, the invention provides a kind of from the steel form mounting method of anchoring, can comprising the following steps:
A, described steel form comprise some side templates and some soffit formworks, described side template comprises left side template and right side template, and described soffit formwork is positioned at below side template, comprises left soffit formwork and right soffit formwork, on side template and soffit formwork, implant screw mandrel in advance, and screw mandrel is fixed;
B, installation side template, and by U-shaped button and screw, the side template of longitudinal direction is connected to form entirety;
C, be connected locked by U-shaped button and screw with soffit formwork by soffit formwork, soffit formwork is hung up by " 7 " the font screw mandrel then by side template is implanted in advance, carries out drawing between left soffit formwork and right soffit formwork by reserved to wire drawing hole, laterally forms entirety;
D, hang longitudinal steel pipe outward at the screw mandrel of soffit formwork, by horizontal steel pipe, the screw mandrel lower end of described left soffit formwork and the screw mandrel lower end of right soffit formwork are linked together.
As preferably, in step a, by anchoring adhesive, screw mandrel is fixed.
As preferably, in step b, during assembled soffit formwork, left soffit formwork and right soffit formwork are arranged symmetrically in the small box girder left and right sides.
As preferably, in described side template and soffit formwork, be provided with ribbed stiffener.
The invention has the beneficial effects as follows: the present invention is concreting in the unsupported situation in steel form bottom surface, form self-anchoring type system to have that globality is strong, steel form own wt is light, reduce the mould that rises, Practical Completion rear pattern plate has advantages such as reclaiming residual value.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the invention.
Fig. 2 is the structural representation of side template in Fig. 1.
Fig. 3 is the skeleton left view of Fig. 2.
Fig. 4 is the structural representation of right soffit formwork in Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described:
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the present embodiment comprises and comprising the following steps:
A, described steel form comprise some side templates and some soffit formworks, described side template comprises left side template 1 and right side template 2, described soffit formwork is positioned at below side template, comprise left soffit formwork 3 and right soffit formwork 4, ribbed stiffener 7 is provided with in side template and soffit formwork, on side template and soffit formwork, implant screw mandrel 5 in advance, and by anchoring adhesive, screw mandrel 5 is fixed.
B, installation side template, and by U-shaped button and screw, the side template of longitudinal direction is connected to form entirety.
C, by U-shaped button and screw, soffit formwork is connected locked with soffit formwork, soffit formwork is hung up by " 7 " the font screw mandrel 6 then by side template is implanted in advance, by reserved, flange is carried out to drawing to wire drawing hole 8 between left soffit formwork 3 and right soffit formwork 4, laterally form entirety, left soffit formwork and right soffit formwork are arranged symmetrically in the small box girder left and right sides.
D, at the longitudinal steel pipe of the outer hanging of the screw mandrel 5 of soffit formwork, by horizontal steel pipe, screw mandrel 4 lower end of described left soffit formwork 3 and screw mandrel 4 lower end of right soffit formwork 4 to be linked together.
More than describe preferred embodiment of the present invention in detail.Should be appreciated that those of ordinary skill in the art just design according to the present invention can make many modifications and variations without the need to creative work.Therefore, all technician in the art, all should by the determined protection domain of claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (4)
1. can, from a steel form mounting method for anchoring, it is characterized in that comprising the following steps:
A, described steel form comprise some side templates and some soffit formworks, described side template comprises left side template (1) and right side template (2), described soffit formwork is positioned at below side template, comprise left soffit formwork (3) and right soffit formwork (4), on side template and soffit formwork, implant screw mandrel (5) in advance, and screw mandrel (5) is fixed;
B, installation side template, and by U-shaped button and screw, the side template of longitudinal direction is connected to form entirety;
C, by U-shaped button and screw, soffit formwork is connected locked with soffit formwork, soffit formwork is hung up by " 7 " the font screw mandrel (6) then by side template is implanted in advance, by reserved, flange being carried out to drawing to wire drawing hole (8) between left soffit formwork and right soffit formwork, laterally forming entirety;
D, hang longitudinal steel pipe outward at the screw mandrel (5) of soffit formwork, by horizontal steel pipe, screw mandrel (4) lower end of described left soffit formwork (3) and screw mandrel (4) lower end of right soffit formwork (4) are linked together.
2. from the steel form mounting method of anchoring, can it is characterized in that: in step a as claimed in claim 1, by anchoring adhesive, screw mandrel (6) is fixed.
3. from the steel form mounting method of anchoring, can it is characterized in that: in step b as claimed in claim 1, during assembled soffit formwork, left soffit formwork (3) and right soffit formwork (4) are arranged symmetrically in the small box girder left and right sides.
4. from the steel form mounting method of anchoring, can it is characterized in that as claimed in claim 1: in described side template and soffit formwork, be provided with ribbed stiffener (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510547953.4A CN105178193B (en) | 2015-08-31 | 2015-08-31 | Mounting method for steel molding board capable of being self-anchored |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510547953.4A CN105178193B (en) | 2015-08-31 | 2015-08-31 | Mounting method for steel molding board capable of being self-anchored |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105178193A true CN105178193A (en) | 2015-12-23 |
| CN105178193B CN105178193B (en) | 2017-02-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510547953.4A Active CN105178193B (en) | 2015-08-31 | 2015-08-31 | Mounting method for steel molding board capable of being self-anchored |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004190450A (en) * | 2002-12-13 | 2004-07-08 | Oriental Construction Co Ltd | Wagen form device for box girder with strut, strut support device and construction method of box girder with strut |
| CN101324056A (en) * | 2008-08-06 | 2008-12-17 | 中铁大桥局股份有限公司 | Upside suspension type moving die carrier |
| CN101672104A (en) * | 2008-09-11 | 2010-03-17 | 黑龙江省建工集团有限责任公司 | Big template combined by small steel templates |
| CN102733304A (en) * | 2011-03-31 | 2012-10-17 | 江苏恩纳斯重工机械有限公司 | Rotatable soffit formwork structure of bridging machine |
| KR20140012805A (en) * | 2012-07-23 | 2014-02-04 | 김찬녕 | The bi-prestressed concrete u-type girder and its construction method |
| CN203462403U (en) * | 2013-08-12 | 2014-03-05 | 武汉市市政建设集团有限公司 | Reinforced cast-in-situ box girder template |
-
2015
- 2015-08-31 CN CN201510547953.4A patent/CN105178193B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004190450A (en) * | 2002-12-13 | 2004-07-08 | Oriental Construction Co Ltd | Wagen form device for box girder with strut, strut support device and construction method of box girder with strut |
| CN101324056A (en) * | 2008-08-06 | 2008-12-17 | 中铁大桥局股份有限公司 | Upside suspension type moving die carrier |
| CN101672104A (en) * | 2008-09-11 | 2010-03-17 | 黑龙江省建工集团有限责任公司 | Big template combined by small steel templates |
| CN102733304A (en) * | 2011-03-31 | 2012-10-17 | 江苏恩纳斯重工机械有限公司 | Rotatable soffit formwork structure of bridging machine |
| KR20140012805A (en) * | 2012-07-23 | 2014-02-04 | 김찬녕 | The bi-prestressed concrete u-type girder and its construction method |
| CN203462403U (en) * | 2013-08-12 | 2014-03-05 | 武汉市市政建设集团有限公司 | Reinforced cast-in-situ box girder template |
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| Publication number | Publication date |
|---|---|
| CN105178193B (en) | 2017-02-01 |
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