CN113513152A - Method for supporting template at post-cast strip - Google Patents
Method for supporting template at post-cast strip Download PDFInfo
- Publication number
- CN113513152A CN113513152A CN202110506486.6A CN202110506486A CN113513152A CN 113513152 A CN113513152 A CN 113513152A CN 202110506486 A CN202110506486 A CN 202110506486A CN 113513152 A CN113513152 A CN 113513152A
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- Prior art keywords
- template
- type
- scheme
- post
- bracket
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- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
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- 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 invention discloses a method for erecting a template at a post-cast strip, which comprises the following steps: firstly, establishing a preliminary scheme; adopting a single-side combined template system, wherein the single-side combined template system comprises an adjustable support frame type, a template notch type and a template selection type; the adjustable support frame comprises a bidirectional fastening type and a unidirectional fastening type; the template cut pattern comprises a linear cut and a U-shaped cut; the template selection comprises a tetrafluoroethylene plate and a common plastic plate; secondly, selecting a scheme, and selecting an optimal scheme through scheme refinement and decomposition; the adjustable support frame type is selected from a bidirectional fastening type, and the template notch type adopts a U-shaped notch; selecting a template by using a tetrafluoroethylene plate; thirdly, designing a scheme; simulating a combined bracket and a template at the post-pouring belt by using a three-dimensional technology; fourthly, implementing the scheme; the method comprises the steps of assembling a bidirectional fastening type bracket, processing a template notch, purchasing a template and checking an effect. Convenient operation, template reuse, low labor intensity and high efficiency.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a method for supporting a template at a post-cast strip.
Background
With the continuous appearance of super-long and super-high buildings, the post-cast strip becomes an effective means for solving the problems of uneven settlement and temperature shrinkage reduction of the buildings, a large number of templates need to be cut off in the traditional template supporting mode, the templates cannot be reused, the labor intensity of workers is high, the efficiency is low, and therefore the improvement of the template supporting mode of the post-cast strip is not slow.
Disclosure of Invention
The invention aims to provide a method for supporting a template at a post-cast strip.
In order to achieve the purpose, the invention provides the following technical scheme: a method for supporting a template at a post-cast strip comprises the following steps:
firstly, establishing a preliminary scheme; adopting a single-side combined template system, wherein the single-side combined template system comprises an adjustable support frame type, a template notch type and a template selection type; the adjustable support frame comprises a bidirectional fastening type and a unidirectional fastening type; the template cut pattern comprises a linear cut and a U-shaped cut; the template selection comprises a tetrafluoroethylene plate and a common plastic plate;
secondly, selecting a scheme, and selecting an optimal scheme through scheme refinement and decomposition; according to the requirements of accelerating construction progress, reducing construction cost and being convenient to install and disassemble, the type of the adjustable support frame is selected to be a bidirectional fastening type, and the type of the template notch is a U-shaped notch; according to the requirements of high strength, easy processing, smooth surface and easy demoulding, the template is selected from tetrafluoroethylene plates;
thirdly, designing a scheme; simulating a combined bracket and a template at the post-pouring belt by using a three-dimensional technology;
fourthly, implementing the scheme; the method comprises the steps of assembling a bidirectional fastening type bracket, processing a template notch, purchasing a template and checking an effect.
Furthermore, in the assembly of the bidirectional fastening type bracket, skilled workers are selected for processing operation and strictly processed according to drawings; the bracket is made of square steel with the thickness of 30mm multiplied by 50mm multiplied by 3mm, a wide slot with the thickness of 5mm is cut along the central line, the length of each section is 2000mm, the upper part of the square steel in the height direction is welded with a length adjusting knob, the adjusting knob is a screw rod with the diameter of 10mm, the width of a middle adjuster is 20mm, and two knobs are welded on each section of bracket; and detecting the product after the construction is finished.
Further, in the template notch processing, the template is customized according to the size factory; the thickness of the tetrafluoroethylene plate is 5mm, and the height of the tetrafluoroethylene plate is 240 mm; the center distance of the U-shaped notches is 200mm, and the length of the U-shaped notches is 55 mm; arranging a specially-assigned person at a project department for actually measuring the smoothness and the size; the panel size is examined with the box chi to the panelist feels to handle and examines the smoothness of template arc department, uses the sense of touch smooth as judging the basis.
Furthermore, in the template purchase, the group qualified suppliers are preferably selected by the group members, the products are complete in three certificates, edges and corners are protected in the transportation process, the upper cover is arranged below, the stress points are not less than three positions, and the damage to the materials is guaranteed.
Further, the assembling process of the bidirectional fastening bracket holder is as follows:
s1, ejecting a post-cast strip control line on the template according to the position required by the drawing;
s2, installing the lower bracket in place according to the position of a control line, and connecting the two sections of bracket brackets through socket joints;
s3, mounting a lower row of steel bars, and paying attention to the fact that the lower skin of the steel bars is slightly higher than that of the lower support;
s4, inserting a tetrafluoroethylene plate;
s5, mounting upper-row steel bars;
s6, mounting an upper bracket;
s7, adjusting a knob, and adjusting the width of the post-cast strip;
and S8, after the concrete pouring is finished, sequentially detaching the components from top to bottom, and cleaning the components for the next use.
The invention has the following technical effects: convenient operation, template reuse, low labor intensity and high efficiency.
Drawings
FIG. 1 is a diagram of a preliminary scheme in the example;
FIG. 2 is a schematic view of a bidirectional fastening type in the embodiment;
FIG. 3 is a schematic view of a one-way fastening type in the embodiment;
FIG. 4 is a schematic view of a linear slit in an embodiment;
FIG. 5 is a schematic view of a U-shaped cut;
FIG. 6 is a diagram of the best mode in the examples;
FIG. 7 is a schematic view of an assembled holder according to an embodiment;
FIG. 8 is a schematic view of a post-cast formwork in an embodiment;
FIG. 9 is a view showing a formwork model at a post-cast strip;
FIG. 10 is the overall effect diagram of the post-cast strip in the example.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Examples
As shown in fig. 1 to 9, a method for supporting a template at a post-cast strip includes the following steps:
firstly, establishing a preliminary scheme; adopting a single-side combined template system, wherein the single-side combined template system comprises an adjustable support frame type, a template notch type and a template selection type; the adjustable support frame comprises a bidirectional fastening type and a unidirectional fastening type; the template cut pattern comprises a linear cut and a U-shaped cut; the template selection comprises a tetrafluoroethylene plate and a common plastic plate;
secondly, selecting a scheme, and selecting an optimal scheme through scheme refinement and decomposition; according to the requirements of accelerating construction progress, reducing construction cost and being convenient to install and disassemble, the type of the adjustable support frame is selected to be a bidirectional fastening type, and the type of the template notch is a U-shaped notch; according to the requirements of high strength, easy processing, smooth surface and easy demoulding, the template is selected from tetrafluoroethylene plates;
thirdly, designing a scheme; simulating a combined bracket and a template at the post-pouring belt by using a three-dimensional technology;
fourthly, implementing the scheme; the method comprises the steps of assembling a bidirectional fastening type bracket, processing a template notch, purchasing a template and checking an effect.
In the assembly of the bidirectional fastening type bracket, skilled workers are selected to carry out processing operation and strictly process according to drawings; the bracket is made of square steel with the thickness of 30mm multiplied by 50mm multiplied by 3mm, a wide slot with the thickness of 5mm is cut along the central line, the length of each section is 2000mm, the upper part of the square steel in the height direction is welded with a length adjusting knob, the adjusting knob is a screw rod with the diameter of 10mm, the width of a middle adjuster is 20mm, and two knobs are welded on each section of bracket; and detecting the product after the construction is finished. The examination results were as follows:
in the template notch processing, the template is customized according to the size factory; the thickness of the tetrafluoroethylene plate is 5mm, and the height of the tetrafluoroethylene plate is 240 mm; the center distance of the U-shaped notches is 200mm, and the length of the U-shaped notches is 55 mm; arranging a specially-assigned person at a project department for actually measuring the smoothness and the size; the panel size is examined with the box chi to the panelist feels to handle and examines the smoothness of template arc department, uses the sense of touch smooth as judging the basis. The examination results were as follows:
in the template purchase, the group qualified suppliers are preferably selected by the group members, the products are complete in three certificates, edges and corners are protected in the transportation process, the upper cover is arranged below, and the stress points are not less than three positions, so that the damage to the materials is guaranteed.
The assembly process of the bidirectional fastening bracket holder is as follows:
s1, ejecting a post-cast strip control line on the template according to the position required by the drawing;
s2, installing the lower bracket in place according to the position of a control line, and connecting the two sections of bracket brackets through socket joints;
s3, mounting a lower row of steel bars, and paying attention to the fact that the lower skin of the steel bars is slightly higher than that of the lower support;
s4, inserting a tetrafluoroethylene plate;
s5, mounting upper-row steel bars;
s6, mounting an upper bracket;
s7, adjusting a knob, and adjusting the width of the post-cast strip;
and S8, after the concrete pouring is finished, sequentially detaching the components from top to bottom, and cleaning the components for the next use.
In the scheme selection, the selection table of the adjustable support frame type is as follows:
the model cut pattern selection table is as follows:
the template selection type comparison table is as follows:
in the attached drawings, 1 is a length adjusting screw rod, 2 is a length adjuster, and 3 is a movable support.
Although only the preferred embodiments of the present invention have been described in detail, the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art, and all changes are encompassed in the scope of the present invention.
Claims (5)
1. A method for supporting a template at a post-cast strip is characterized by comprising the following steps:
firstly, establishing a preliminary scheme; adopting a single-side combined template system, wherein the single-side combined template system comprises an adjustable support frame type, a template notch type and a template selection type; the adjustable support frame comprises a bidirectional fastening type and a unidirectional fastening type; the template cut pattern comprises a linear cut and a U-shaped cut; the template selection comprises a tetrafluoroethylene plate and a common plastic plate;
secondly, selecting a scheme, and selecting an optimal scheme through scheme refinement and decomposition; according to the requirements of accelerating construction progress, reducing construction cost and being convenient to install and disassemble, the type of the adjustable support frame is selected to be a bidirectional fastening type, and the type of the template notch is a U-shaped notch; according to the requirements of high strength, easy processing, smooth surface and easy demoulding, the template is selected from tetrafluoroethylene plates;
thirdly, designing a scheme; simulating a combined bracket and a template at the post-pouring belt by using a three-dimensional technology;
fourthly, implementing the scheme; the method comprises the steps of assembling a bidirectional fastening type bracket, processing a template notch, purchasing a template and checking an effect.
2. The method for erecting the template at the post-cast strip according to claim 1, wherein in the assembly of the bidirectional fastening type bracket, a skilled worker is selected for processing operation and strictly processed according to a drawing; the bracket is made of square steel with the thickness of 30mm multiplied by 50mm multiplied by 3mm, a wide slot with the thickness of 5mm is cut along the central line, the length of each section is 2000mm, the upper part of the square steel in the height direction is welded with a length adjusting knob, the adjusting knob is a screw rod with the diameter of 10mm, the width of a middle adjuster is 20mm, and two knobs are welded on each section of bracket; and detecting the product after the construction is finished.
3. The method for supporting the template at the post-cast strip according to claim 1, wherein the template is customized according to a size factory in the template notch processing; the thickness of the tetrafluoroethylene plate is 5mm, and the height of the tetrafluoroethylene plate is 240 mm; the center distance of the U-shaped notches is 200mm, and the length of the U-shaped notches is 55 mm; arranging a specially-assigned person at a project department for actually measuring the smoothness and the size; the panel size is examined with the box chi to the panelist feels to handle and examines the smoothness of template arc department, uses the sense of touch smooth as judging the basis.
4. The method for supporting the template at the post-cast strip according to claim 1, wherein in template purchase, group qualified suppliers are preferred by group members, products must be complete in three certificates, edges and corners are protected in the transportation process, an upper cover is arranged below, and no less than three stress points are arranged, so that the damage of materials is guaranteed.
5. The method for erecting a formwork at a post-cast strip according to claim 1, wherein the assembling process of the bidirectional fastening type bracket holder is as follows:
s1, ejecting a post-cast strip control line on the template according to the position required by the drawing;
s2, installing the lower bracket in place according to the position of a control line, and connecting the two sections of bracket brackets through socket joints;
s3, mounting a lower row of steel bars, and paying attention to the fact that the lower skin of the steel bars is slightly higher than that of the lower support;
s4, inserting a tetrafluoroethylene plate;
s5, mounting upper-row steel bars;
s6, mounting an upper bracket;
s7, adjusting a knob, and adjusting the width of the post-cast strip;
and S8, after the concrete pouring is finished, sequentially detaching the components from top to bottom, and cleaning the components for the next use.
Priority Applications (1)
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CN202110506486.6A CN113513152A (en) | 2021-05-10 | 2021-05-10 | Method for supporting template at post-cast strip |
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CN202110506486.6A CN113513152A (en) | 2021-05-10 | 2021-05-10 | Method for supporting template at post-cast strip |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047738A (en) * | 2000-08-03 | 2002-02-15 | Nishimatsu Constr Co Ltd | Construction method and structure for expansion joint |
CN102352688A (en) * | 2011-09-05 | 2012-02-15 | 山西四建集团有限公司 | Post-pouring strip supporting equipment |
JP2015196982A (en) * | 2014-04-01 | 2015-11-09 | 株式会社安藤・間 | Concrete construction joint forming method |
CN107035141A (en) * | 2017-06-02 | 2017-08-11 | 温州神光建设工程有限公司 | A kind of mold method of floor slab back casting band |
CN111593885A (en) * | 2019-02-20 | 2020-08-28 | 广西华业建筑工程有限公司 | Plug-in type composite post-cast strip side mold and construction method |
CN211873821U (en) * | 2020-03-10 | 2020-11-06 | 山西一建集团有限公司 | Reusable post-cast strip side formwork supporting device |
-
2021
- 2021-05-10 CN CN202110506486.6A patent/CN113513152A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047738A (en) * | 2000-08-03 | 2002-02-15 | Nishimatsu Constr Co Ltd | Construction method and structure for expansion joint |
CN102352688A (en) * | 2011-09-05 | 2012-02-15 | 山西四建集团有限公司 | Post-pouring strip supporting equipment |
JP2015196982A (en) * | 2014-04-01 | 2015-11-09 | 株式会社安藤・間 | Concrete construction joint forming method |
CN107035141A (en) * | 2017-06-02 | 2017-08-11 | 温州神光建设工程有限公司 | A kind of mold method of floor slab back casting band |
CN111593885A (en) * | 2019-02-20 | 2020-08-28 | 广西华业建筑工程有限公司 | Plug-in type composite post-cast strip side mold and construction method |
CN211873821U (en) * | 2020-03-10 | 2020-11-06 | 山西一建集团有限公司 | Reusable post-cast strip side formwork supporting device |
Non-Patent Citations (1)
Title |
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陈镜: "后浇带模板支设工艺改进研究", 《居业》 * |
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Application publication date: 20211019 |
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