CN105178193B - 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
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- CN105178193B CN105178193B CN201510547953.4A CN201510547953A CN105178193B CN 105178193 B CN105178193 B CN 105178193B CN 201510547953 A CN201510547953 A CN 201510547953A CN 105178193 B CN105178193 B CN 105178193B
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- template
- end template
- screw mandrel
- molding
- boards
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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 be from the steel form installation method of anchoring.
Background technology
The alternative plank sheathing of steel form, significantly reduces generally and the tradition such as timber, plywood or steel plate seals template pair
Pore water pressure in concrete pressure and the exclusion of bubble, after steel template structure concrete castable, define a reason
The rough interfaces thought can enter next process construction it is not necessary to carry out scabbling operation.In building trade, template exists a lot,
Application is universal, and pattern is various, and the species such as steel form, plank sheathing, style are lifted and be unequal to counting.It is applied to various concrete field.Bridge
Template is as the term suggests be the steel form applied in bridge project.When beam body headroom is higher, extraneous support cannot enter to steel form
When row supports, need a kind of steel form that can certainly anchor.
Therefore those skilled in the art are devoted to developing a kind of steel form installation method that can certainly anchor.
Content of the invention
In view of the drawbacks described above of prior art, the technical problem to be solved is that offer is a kind of can be anchored certainly
Steel form installation method.
For achieving the above object, the invention provides a kind of can comprise the following steps from the steel form installation method of anchoring:
If if a, described steel form include dry tablet side template and dry tablet end template, described side template includes left side template and the right side
Side template, described end template is located at below side template, including left end template and right end template, in advance on side template and end template
Implantation screw mandrel, and screw mandrel is fixed；
B, installation side template, and side template that will be longitudinal by u-shaped button and screw connects formation entirety；
C, by u-shaped button and screw, end template is connected with end template locked, then by being previously implanted on side template
End template is hung up by " 7 " font screw mandrel, carries out to drawing by reserved to wire drawing hole, laterally between left end template and right end template
Formed overall；
D, hang longitudinal steel pipe outside the screw mandrel of end template, by horizontal steel pipe by the screw mandrel lower end of described left end template and
The screw mandrel lower end of right end template links together.
As preferred, in step a, by anchoring adhesive, screw mandrel is fixed.
As preferred, in step c, during assembled end template, it is left that left end template and right end template are arranged symmetrically in small box girder
Right both sides.
As preferred, in described side template and end template, it is provided with ribbed stiffener.
The invention has the beneficial effects as follows: present invention casting concrete in the case of steel form bottom surface is unsupported, formed certainly
Anchor formula system, has that globality is strong, steel form own wt is light, reduce the mould that rises, Practical Completion rear pattern plate has recovery residual value etc.
Advantage.
Brief description
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 end template in Fig. 1.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples:
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the present embodiment includes comprising the following steps:
If if a, described steel form include dry tablet side template and dry tablet end template, described side template includes left side template 1 He
Right side template 2, described end template is located at below side template, including left end template 3 and right end template 4, in side template and end template
Inside it is provided with ribbed stiffener 7, implant screw mandrel 5 on side template and end template in advance, and by anchoring adhesive, screw mandrel 5 is fixing.
B, installation side template, and side template that will be longitudinal by u-shaped button and screw connects formation entirety.
C, by u-shaped button and screw, end template is connected with end template locked, then by being previously implanted on side template
End template is hung up by " 7 " font screw mandrel 6, carries out flange by reserved to wire drawing hole 8 between left end template 3 and right end template 4
To drawing, it is transversely formed entirety, left end template and right end template are arranged symmetrically in the small box girder left and right sides.
D, end template screw mandrel 5 outer hang longitudinal steel pipe, by horizontal steel pipe by under the screw mandrel 5 of described left end template 3
Screw mandrel 5 lower end of end and right end template 4 links together.
The preferred embodiment of the present invention described in detail above.It should be appreciated that those of ordinary skill in the art is no
Need creative work just can make many modifications and variations according to the design of the present invention.Therefore, all technology in the art
It is available that personnel pass through logical analysis, reasoning, or a limited experiment under this invention's idea on the basis of existing technology
Technical scheme, all should be in the protection domain being defined in the patent claims.
Claims (4)
1. a kind of steel form installation method that can certainly anchor, is characterized in that comprising the following steps:
If if a, described steel form include dry tablet side template and dry tablet end template, described side template includes left side template (1) and the right side
Side template (2), described end template is located at below side template, including left end template (3) and right end template (4), in advance in side template
Implant screw mandrel (5) with end template, and screw mandrel (5) is fixing；
B, installation side template, and side template that will be longitudinal by u-shaped button and screw connects formation entirety；
C, locked, then " 7 " word by being previously implanted by u-shaped button and screw, end template is connected with end template on side template
End template is hung up by type screw mandrel (6), carries out flange pair by reserved to wire drawing hole (8) between left end template and right end template
Draw, be transversely formed entirety；
D, hang outward longitudinal steel pipe in the screw mandrel (5) of end template, by horizontal steel pipe by the screw mandrel (5) of described left end template (3)
Screw mandrel (5) lower end of lower end and right end template (4) links together.
2. can it is characterized in that from the steel form installation method of anchoring as claimed in claim 1: in step a, will by anchoring adhesive
Screw mandrel (5) is fixing.
3. can it is characterized in that from the steel form installation method of anchoring as claimed in claim 1: in step c, assembled end template
When, left end template (3) and right end template (4) are arranged symmetrically in the small box girder left and right sides.
4. can it is characterized in that: in described side template and end template from the steel form installation method of anchoring as claimed in claim 1
It is 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 CN105178193A (en) | 2015-12-23 |
| CN105178193B true CN105178193B (en) | 2017-02-01 |
Family
ID=54900583
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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105178193B (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4040447B2 (en) * | 2002-12-13 | 2008-01-30 | オリエンタル白石株式会社 | Wagen formwork device for strut box girder, strut support device, and method for constructing strut box girder |
| CN101324056B (en) * | 2008-08-06 | 2011-01-12 | 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 |
| KR101401467B1 (en) * | 2012-07-23 | 2014-05-30 | 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
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| Publication number | Publication date |
|---|---|
| CN105178193A (en) | 2015-12-23 |
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