CN111236623A - Novel construction method for formwork reinforcement system - Google Patents
Novel construction method for formwork reinforcement system Download PDFInfo
- Publication number
- CN111236623A CN111236623A CN202010052015.8A CN202010052015A CN111236623A CN 111236623 A CN111236623 A CN 111236623A CN 202010052015 A CN202010052015 A CN 202010052015A CN 111236623 A CN111236623 A CN 111236623A
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- CN
- China
- Prior art keywords
- template
- reinforcing
- steel pipe
- formwork
- screws
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- 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.)
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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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
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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
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
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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 novel construction method of a formwork reinforcement system, and belongs to the technical field of building construction. The method comprises the following steps: step one, determining the size of the section of a shear wall structure by using familiar drawings; secondly, matching boards according to the area of the shear wall; step three, according to the distance between the split screws in the approved template reinforcing scheme; step four, binding the steel reinforcement framework according to the drawing and the design requirement; step five, repeating the step four until the wall formwork is installed; and step six, placing the steel pipe secondary keels after the templates are assembled, reinforcing the steel pipe secondary keels through the pull screws, then placing the steel pipe main keels, reinforcing the pull screws, and pouring concrete after the inspection and acceptance are passed. The template fixing device is simple in structure, convenient for template installation, free of damage to the template, and capable of effectively solving the problems that in traditional construction, after the template is punched, the through split bolts are fixed, so that the turnover frequency of the template is low, and material waste is caused.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a novel construction method of a formwork reinforcement system.
Background
Building engineering project shear force wall generally is reinforced concrete structure, however super high-rise building core section of thick bamboo shear force wall is the construction of reinforced concrete structure, because reinforcing bar content is big, the reinforcing bar interval is denser, and wall thickness is great, adopt traditional fastener formula steel pipe scaffold frame body, square timber fossil fragments, wooden template and to drawing the screw rod reinforcing system, must punch in the work progress after to wearing to drawing the bolt meet the reinforcing bar separation, need trompil once more and wear to drawing the screw rod and fix, this kind of construction process leads to the template turnover number of times low, bring the material extravagant, be not conform to the theory of green construction.
Disclosure of Invention
Aiming at the defects and shortcomings in the prior art, the invention provides the novel construction method for the formwork reinforcing system, which is simple to operate, convenient for formwork installation, free of opening holes in the formwork, high in turnover frequency of the formwork, remarkable in green construction effect, capable of saving more wood resources and creating greater social and economic benefits.
In order to achieve the purpose, the invention provides the following technical scheme:
a novel construction method of a formwork reinforcement system comprises the following steps:
step one, determining the size of the cross section of a shear wall structure by using a drawing, and purchasing a template, a steel pipe main keel, a steel pipe secondary keel and a split screw according to an approved template reinforcing scheme;
step two, distributing plates according to the area of the shear wall, and simultaneously cutting the transverse sealing strips, the vertical sealing strips and the template strips by using the purchased templates;
step three, according to the distance between the split screws in the approved template reinforcing scheme, punching holes on the transverse sealing strips and the vertical sealing strips to penetrate the split screws;
fourthly, binding the steel reinforcement framework according to a drawing and design requirements, and installing a template after the steel reinforcement framework is bound and accepted; firstly, mounting lower-side transverse templates, vertically placing vertical seals on the two templates, then placing the transverse seals, and penetrating through a split screw;
step five, repeating the step four until the wall template is installed, and splicing the template, the transverse seal and the vertical seal through the template strips;
and step six, placing the steel pipe secondary keels after the templates are assembled, reinforcing the steel pipe secondary keels through the pull screws, then placing the steel pipe main keels, reinforcing the pull screws, and pouring concrete after the inspection and acceptance are passed.
Further, the transverse seal and the vertical seal are used for penetrating and pulling the screw rods.
Furthermore, the template, the transverse sealing strips and the vertical sealing strips are spliced into a whole by adopting wood laths.
Furthermore, the main keel and the secondary keel are both made of steel pipes.
Further, except that the seal strip needs to be perforated to penetrate through the split screw, the whole template does not need to be perforated.
Compared with the prior art, the invention has the beneficial effects that:
the novel construction method for the formwork reinforcement system, disclosed by the invention, has the advantages of simple structure, convenience in formwork installation and no damage to the formwork, and effectively solves the problems that the turnover frequency of the formwork is low and the material waste phenomenon is caused because the formwork is fixed by penetrating split bolts after being punched in the traditional construction.
Drawings
FIG. 1 is a formwork installation elevation;
fig. 2 is a sectional view of the formwork installation.
In the figure: 1. a steel pipe secondary keel; 2. a steel pipe main keel; 3. a transverse seal; 4. oppositely pulling the screw rod; 5. a template strip; 6. a template; 7. a vertical seal; 8. a steel reinforcement framework.
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.
The novel construction method for the formwork reinforcement system comprises the following steps:
step one, determining the size of the cross section of a shear wall structure by using a drawing, and purchasing a template 6, a steel pipe main keel 2, a steel pipe secondary keel 1 and a split screw 4 according to an approved template reinforcing scheme;
step two, plate distribution is carried out according to the area of the shear wall, and meanwhile, the transverse sealing strips 3, the vertical sealing strips 7 and the template strips 5 are cut by using the purchased template 6;
step three, according to the distance between the split screws in the approved template reinforcing scheme, holes are formed in the transverse seal 3 and the vertical seal 7 to penetrate through the split screws 4;
fourthly, binding the steel reinforcement framework 8 according to a drawing and design requirements, and installing the template 6 after the steel reinforcement framework 8 is bound and accepted; firstly, mounting lower-side transverse templates, vertically arranging vertical seals 7 on the two templates, then arranging the transverse seals 3, and penetrating through the split screws 4;
step five, repeating the step four until the wall template is installed, and splicing the template 6, the transverse seal 3 and the vertical seal 7 through the template strip 2;
and step six, placing the steel pipe secondary keel 1 after the template assembly is completed, reinforcing the steel pipe secondary keel by the aid of the pull screw rods 4, then placing the steel pipe main keel 2, reinforcing the pull screw rods 4, and pouring concrete after the inspection and acceptance are passed.
In the construction engineering, when the method is adopted during the template engineering construction, the turnover times of the template are obviously increased, the material waste is avoided, and the green construction concept is met. The method is stable in construction, and provides a more effective construction method for the construction of the template engineering.
In conclusion, the novel construction method for the formwork reinforcing system is simple in structure, convenient to install the formwork, free of damage to the formwork, and capable of effectively solving the problem that the turnover frequency of the formwork is low and material waste is caused due to the fact that the formwork is fixed by penetrating the split bolts after being punched in the traditional construction.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (5)
1. A novel construction method of a formwork reinforcement system is characterized by comprising the following steps:
step one, determining the size of the cross section of a shear wall structure by using a drawing, and purchasing a template, a steel pipe main keel, a steel pipe secondary keel and a split screw according to an approved template reinforcing scheme;
step two, distributing plates according to the area of the shear wall, and simultaneously cutting the transverse sealing strips, the vertical sealing strips and the template strips by using the purchased templates;
step three, according to the distance between the split screws in the approved template reinforcing scheme, punching holes on the transverse sealing strips and the vertical sealing strips to penetrate the split screws;
fourthly, binding the steel reinforcement framework according to a drawing and design requirements, and installing a template after the steel reinforcement framework is bound and accepted; firstly, mounting lower-side transverse templates, vertically placing vertical seals on the two templates, then placing the transverse seals, and penetrating through a split screw;
step five, repeating the step four until the wall template is installed, and splicing the template, the transverse seal and the vertical seal through the template strips;
and step six, placing the steel pipe secondary keels after the templates are assembled, reinforcing the steel pipe secondary keels through the pull screws, then placing the steel pipe main keels, reinforcing the pull screws, and pouring concrete after the inspection and acceptance are passed.
2. The method for constructing the formwork reinforcing system according to claim 1, wherein the transverse seals and the vertical seals are used for penetrating through split screws.
3. The construction method of the novel formwork reinforcement system according to claim 1, wherein the formwork, the transverse seals and the vertical seals are integrally spliced by wood laths.
4. The construction method of the novel formwork reinforcing system according to claim 1, wherein the main keel and the secondary keel are both made of steel pipes.
5. The method as claimed in claim 1, wherein the entire form panel is not perforated except for the sealing strip, which is perforated with split screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010052015.8A CN111236623A (en) | 2020-01-17 | 2020-01-17 | Novel construction method for formwork reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010052015.8A CN111236623A (en) | 2020-01-17 | 2020-01-17 | Novel construction method for formwork reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111236623A true CN111236623A (en) | 2020-06-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010052015.8A Pending CN111236623A (en) | 2020-01-17 | 2020-01-17 | Novel construction method for formwork reinforcement system |
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| Country | Link |
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| CN (1) | CN111236623A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112443159A (en) * | 2020-12-02 | 2021-03-05 | 中建三局集团有限公司 | Template tapping-free clamp and construction method thereof |
| CN112962954A (en) * | 2021-02-04 | 2021-06-15 | 北京城建七建设工程有限公司 | Concrete structure construction inflatable formwork and construction method thereof |
| CN114575585A (en) * | 2022-04-01 | 2022-06-03 | 中建八局第二建设有限公司 | Special-shaped concrete structure formwork installation construction method |
| CN115772994A (en) * | 2021-09-06 | 2023-03-10 | 瑞洲建设集团有限公司 | Frame structure basement wall wood formwork installation construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203034795U (en) * | 2013-01-30 | 2013-07-03 | 浙江凯雄科技有限公司 | Plate and strip combined type stand wall formwork |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN107023162A (en) * | 2017-04-17 | 2017-08-08 | 中建四局第五建筑工程有限公司 | Shear wall formwork exempts from drilling construction method and its structure |
| CN109469317A (en) * | 2018-10-23 | 2019-03-15 | 中国建筑第七工程局有限公司 | Jewel hole does not spell mould construction technology to shear wall vertical formwork |
| CN109736562A (en) * | 2019-02-16 | 2019-05-10 | 中建一局集团第一建筑有限公司 | Cast-in-place concrete shear wall template punching-free reinforcing system and construction method |
-
2020
- 2020-01-17 CN CN202010052015.8A patent/CN111236623A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203034795U (en) * | 2013-01-30 | 2013-07-03 | 浙江凯雄科技有限公司 | Plate and strip combined type stand wall formwork |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN107023162A (en) * | 2017-04-17 | 2017-08-08 | 中建四局第五建筑工程有限公司 | Shear wall formwork exempts from drilling construction method and its structure |
| CN109469317A (en) * | 2018-10-23 | 2019-03-15 | 中国建筑第七工程局有限公司 | Jewel hole does not spell mould construction technology to shear wall vertical formwork |
| CN109736562A (en) * | 2019-02-16 | 2019-05-10 | 中建一局集团第一建筑有限公司 | Cast-in-place concrete shear wall template punching-free reinforcing system and construction method |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112443159A (en) * | 2020-12-02 | 2021-03-05 | 中建三局集团有限公司 | Template tapping-free clamp and construction method thereof |
| CN112962954A (en) * | 2021-02-04 | 2021-06-15 | 北京城建七建设工程有限公司 | Concrete structure construction inflatable formwork and construction method thereof |
| CN112962954B (en) * | 2021-02-04 | 2022-04-12 | 北京城建七建设工程有限公司 | Concrete structure construction inflatable formwork and construction method thereof |
| CN115772994A (en) * | 2021-09-06 | 2023-03-10 | 瑞洲建设集团有限公司 | Frame structure basement wall wood formwork installation construction method |
| CN114575585A (en) * | 2022-04-01 | 2022-06-03 | 中建八局第二建设有限公司 | Special-shaped concrete structure formwork installation construction method |
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Application publication date: 20200605 |
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