CN107905534A - The method for fixing formwork for placing with square steel tube replacement flitch - Google Patents
The method for fixing formwork for placing with square steel tube replacement flitch Download PDFInfo
- Publication number
- CN107905534A CN107905534A CN201711237627.9A CN201711237627A CN107905534A CN 107905534 A CN107905534 A CN 107905534A CN 201711237627 A CN201711237627 A CN 201711237627A CN 107905534 A CN107905534 A CN 107905534A
- Authority
- CN
- China
- Prior art keywords
- square steel
- template
- steel tube
- flitch
- formwork
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to concrete construction field, is specifically a kind of method for fixing formwork for placing with square steel tube replacement flitch;It is characterized in that:Including planning template by design drawing;Set up template;When setting up main joist template, flitch is set along piece at formwork edge joint and is connected template using nail with flitch;At remaining position of template, square steel tube is used to carry out interval support between main joist and template in a manner of main joist is perpendicular;Template is supported as secondary joist using square steel tube and is fixed with mountain type card and Screw arbor with nut at both-ends;In the corner or dog-ear edge joint position of template, square steel tube is set along piece and the arris of adjacent forms and repeats to set a square steel tube in square steel tube side.The present invention uses above-mentioned design, and most of replacement is carried out to flitch by square steel tube, and the dosage and square steel tube that so, it is possible effectively save timber can be reused together with template, and the purpose for accelerating speed of application can be so played for batch formwork.
Description
Technical field
The present invention relates to concrete construction field, is specifically a kind of side that formwork for placing is fixed with square steel tube replacement flitch
Method.
Background technology
In construction, supporting module is needed before concreting.The now usually practical flitch in supporting module
Support as template.Flitch causes formwork erection error larger since self-strength intersects and is easily disturbed by weather conditions.
Meanwhile flitch can not probably reuse after a single use, so that cause waste of material serious, and timber itself
It is non-renewable narrow resources.
The content of the invention
It is an object of the present invention to overcome drawbacks described above, there is provided a kind of to fix formwork for placing with square steel tube replacement flitch
Method.
In order to achieve the above object, the present invention is realized in:
A kind of method for fixing formwork for placing with square steel tube replacement flitch, including
Step 1, by design drawing plan template;
Step 2, set up template;
Step 2.1, when setting up main joist template, set flitch along piece at formwork edge joint and template and flitch used nail
Connection;
Step 2.1.1, at remaining position of template, use square steel tube by with main joist it is perpendicular in a manner of main joist and template it
Between carry out interval support;
Mountain type card and Screw arbor with nut at both-ends are set step 2.1.2, between main joist and template;
Step 2.2, be supported template as secondary joist using square steel tube and be fixed with mountain type card and Screw arbor with nut at both-ends;
Step 2.3, corner or dog-ear edge joint position in template, square steel tube is set and in square steel along piece and the arris of adjacent forms
Pipe side repeats to set a square steel tube.
The method for fixing formwork for placing with square steel tube replacement flitch, the arrangement spacing of square steel tube is 300mm, is run into
At template dog-ear, square steel tube should reinforce dog-ear arris.
The method for fixing formwork for placing with square steel tube replacement flitch, square steel tube at its both ends by hammering into stator simultaneously
The mode that nail is bent to the openend of square steel tube fixes square steel tube and template.
The present invention uses above-mentioned design, and most of replacement is carried out to flitch by square steel tube, so, it is possible effectively save wood
The dosage and square steel tube of material can be reused together with template, so can play quickening construction speed for batch formwork
The purpose of degree.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of method for fixing formwork for placing with square steel tube replacement flitch, including
Step 1, by design drawing plan template;
Step 2, set up template;
Step 2.1, when setting up main joist template, set flitch along piece at formwork edge joint and template and flitch used nail
Connection;
Step 2.1.1, at remaining position of template, use square steel tube by with main joist it is perpendicular in a manner of main joist and template it
Between carry out interval support;
Step 2.1.2 sets mountain type card and Screw arbor with nut at both-ends between main joist and template;
Step 2.2, be supported template as secondary joist using square steel tube and be fixed with mountain type card and Screw arbor with nut at both-ends;
Step 2.3, corner or dog-ear edge joint position in template, square steel tube is set and in square steel along piece and the arris of adjacent forms
Pipe side repeats to set a square steel tube.
The method for fixing formwork for placing with square steel tube replacement flitch, the arrangement spacing of square steel tube is 300mm, is run into
At template dog-ear, square steel tube should reinforce dog-ear arris.
The method for fixing formwork for placing with square steel tube replacement flitch, square steel tube at its both ends by hammering into stator simultaneously
The mode that nail is bent to the openend of square steel tube fixes square steel tube and template.
The present invention uses above-mentioned design, and most of replacement is carried out to flitch by square steel tube, so, it is possible effectively save wood
The dosage and square steel tube of material can be reused together with template, so can play quickening construction speed for batch formwork
The purpose of degree.
Claims (3)
1. a kind of method for fixing formwork for placing with square steel tube replacement flitch, it is characterized in that:Including
Step 1, by design drawing plan template;
Step 2, set up template;
Step 2.1, when setting up main joist template, set flitch along piece at formwork edge joint and template and flitch used nail
Connection;
Step 2.1.1, at remaining position of template, use square steel tube by with main joist it is perpendicular in a manner of main joist and template it
Between carry out interval support;
Step 2.1.2 sets mountain type card and Screw arbor with nut at both-ends between main joist and template;
Step 2.2, be supported template as secondary joist using square steel tube and be fixed with mountain type card and Screw arbor with nut at both-ends;
Step 2.3, corner or dog-ear edge joint position in template, square steel tube is set and in square steel along piece and the arris of adjacent forms
Pipe side repeats to set a square steel tube.
2. the method according to claim 1 for fixing formwork for placing with square steel tube replacement flitch, it is characterized in that:Square steel tube
Arrangement spacing is 300mm, is run at template dog-ear, and square steel tube should reinforce dog-ear arris.
3. the method according to claim 1 or 2 for fixing formwork for placing with square steel tube replacement flitch, it is characterized in that:Square steel
Pipe is fixed square steel tube and template by way of stator is hammered at its both ends and bends nail to the openend of square steel tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711237627.9A CN107905534A (en) | 2017-11-30 | 2017-11-30 | The method for fixing formwork for placing with square steel tube replacement flitch |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711237627.9A CN107905534A (en) | 2017-11-30 | 2017-11-30 | The method for fixing formwork for placing with square steel tube replacement flitch |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107905534A true CN107905534A (en) | 2018-04-13 |
Family
ID=61849586
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711237627.9A Pending CN107905534A (en) | 2017-11-30 | 2017-11-30 | The method for fixing formwork for placing with square steel tube replacement flitch |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107905534A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111188352A (en) * | 2020-02-25 | 2020-05-22 | 中建四局第一建筑工程有限公司 | Prefabricated cushion cap structure of instrument formula |
CN114753618A (en) * | 2022-03-29 | 2022-07-15 | 中国建筑一局(集团)有限公司 | Wood formwork lower opening protection structure of hydraulic plate-penetrating creeping formwork and construction method of wood formwork lower opening protection structure |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101086184A (en) * | 2007-05-26 | 2007-12-12 | 中国建筑第七工程局第二建筑公司 | Annular closure structure formwork support method |
CN101457588A (en) * | 2007-12-11 | 2009-06-17 | 浙江省建工集团有限责任公司 | Formwork method for concrete post |
CN102605945A (en) * | 2012-04-06 | 2012-07-25 | 中国十七冶集团有限公司 | Big wood formwork and manufacturing method |
CN102777031A (en) * | 2012-08-06 | 2012-11-14 | 中国建筑第六工程局有限公司 | Construction method of template with no split bolt hole |
CN103174288A (en) * | 2013-03-15 | 2013-06-26 | 中国十七冶集团有限公司 | Reinforcing method for U-bar hoop formworks of large-section frame column |
CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
-
2017
- 2017-11-30 CN CN201711237627.9A patent/CN107905534A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101086184A (en) * | 2007-05-26 | 2007-12-12 | 中国建筑第七工程局第二建筑公司 | Annular closure structure formwork support method |
CN101457588A (en) * | 2007-12-11 | 2009-06-17 | 浙江省建工集团有限责任公司 | Formwork method for concrete post |
CN102605945A (en) * | 2012-04-06 | 2012-07-25 | 中国十七冶集团有限公司 | Big wood formwork and manufacturing method |
CN102777031A (en) * | 2012-08-06 | 2012-11-14 | 中国建筑第六工程局有限公司 | Construction method of template with no split bolt hole |
CN103174288A (en) * | 2013-03-15 | 2013-06-26 | 中国十七冶集团有限公司 | Reinforcing method for U-bar hoop formworks of large-section frame column |
CN105133830A (en) * | 2015-08-24 | 2015-12-09 | 中国建筑第八工程局有限公司 | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111188352A (en) * | 2020-02-25 | 2020-05-22 | 中建四局第一建筑工程有限公司 | Prefabricated cushion cap structure of instrument formula |
CN114753618A (en) * | 2022-03-29 | 2022-07-15 | 中国建筑一局(集团)有限公司 | Wood formwork lower opening protection structure of hydraulic plate-penetrating creeping formwork and construction method of wood formwork lower opening protection structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105133830A (en) | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction | |
CN103352564B (en) | Horizontal structure shuttering system and construction method | |
CN202913420U (en) | Reusable positioning device for installing foundation bolts | |
CN107905534A (en) | The method for fixing formwork for placing with square steel tube replacement flitch | |
CN101644084B (en) | Light-duty wooden roof truss and construction method thereof | |
CN108442695A (en) | A kind of shaped steel hood type concrete single-column pours strengthening construction device and method | |
CN105756342A (en) | Wall post template is whole reinforced (rfd) device | |
CN205259593U (en) | Whole spelling formula template of cast -in -place floor and support system | |
CN107060338A (en) | A kind of secondary method for pouring stair studding of formwork | |
CN206539007U (en) | A kind of arch steel concrete wall formwork erecting structure | |
CN204609295U (en) | A kind of square column template anchor ear encloses purlin | |
CN202284291U (en) | Concrete overflowing surface template shaped like Chinese character ba | |
CN207727978U (en) | Girderless floor bolumn cap template reinforcing device | |
CN204940845U (en) | A kind of with the formwork reinforcement system of steel generation wood | |
CN201695676U (en) | Strengthening tool of cast-in-place concrete beam side formwork of house building | |
CN204626951U (en) | A kind of shrinkage joint place shear wall formwork | |
CN106401176A (en) | Steel-wood combination roof moldboard framework construction method | |
CN103437550A (en) | Concrete wood formwork steel buckle | |
CN204662964U (en) | Stair tread formwork fixes special Skewed tooth comb | |
CN107060317A (en) | A kind of shaped steel frame wooden model and its construction method | |
CN102720353A (en) | Post-construction one-side shear wall formwork for settlement joint of tower and construction method | |
CN202125072U (en) | Truss for supporting formwork | |
CN102758537B (en) | Construction method for timberwork buildings | |
CN209384646U (en) | A kind of die-filling structure of the construction of deformation joint | |
CN207017634U (en) | A kind of shaped steel frame wooden model |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180413 |