CN109339439B - Constructional column formwork construction device and process - Google Patents
Constructional column formwork construction device and process Download PDFInfo
- Publication number
- CN109339439B CN109339439B CN201811444823.8A CN201811444823A CN109339439B CN 109339439 B CN109339439 B CN 109339439B CN 201811444823 A CN201811444823 A CN 201811444823A CN 109339439 B CN109339439 B CN 109339439B
- Authority
- CN
- China
- Prior art keywords
- construction
- prefabricated
- template
- fastening
- constructional column
- 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.)
- Active
Links
Images
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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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)
- Door And Window Frames Mounted To Openings (AREA)
Abstract
The invention relates to a constructional column template construction device and a process, wherein the device comprises a prefabricated template, a stay cord fastening device, a corner fixing plate and a split draw bar; the prefabricated template comprises a main template and an auxiliary template; the pull rope fastening device comprises two flat plates and a pull rope for connecting the two flat plates, and fastening nuts are arranged on the flat plates; the corner fixing plate is provided with a fastening nut and a draw hook, and the draw hook hooks the pull rope. The constructional column formwork construction device and the process can be suitable for the change of the thickness of an indoor wall body, the change of the positions of various indoor constructional columns and the change of the connection mode of the constructional columns and the wall. The construction process can meet the change of various forms of the indoor constructional column, meet the fastening requirement and ensure the forming quality of the constructional column. The construction process of the invention can not affect the quality of the peripheral masonry, can not damage the peripheral masonry and ensures the stability of the indoor building structure.
Description
Technical Field
The invention relates to constructional column construction, in particular to a constructional column formwork construction device and a process.
Background
The indoor building is required to not damage the adjacent masonry in the process of utilizing a mold to form a constructional column, and workers often drill holes in bricks for the purpose of driving in, and then clamp and fix the templates on two sides after the tension rods or the knife clips penetrate through the holes. The existing constructional column process technology is more complicated and complex to manufacture, and more auxiliary materials are needed when the mould for manufacturing the constructional column is used, such as: fastening or supporting the steel pipe, using a knife clip, and the like. The existing patent technology related to the constructional column mould generally focuses on concrete pouring and compaction, improvement of pouring openings and the like, does not consider the problems that the connection mode of the constructional column and the peripheral masonry is different due to the change of the indoor building form and position, does not really solve the forming of the indoor constructional column at corners, doorposts and three-side walls, and does not fully consider the specific implementation and application of the mould manufacturing of the constructional column.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a constructional column template construction device and a process, which can meet the requirement of constructional column molding under various sizes and ensure that the constructional column is attractive, durable and solid in molding.
The technical scheme adopted by the invention for solving the technical problems is as follows: the construction device for constructing the constructional column template comprises a prefabricated template, a stay cord fastening device, a corner fixing plate and a split link rod; the prefabricated template comprises a main template and an auxiliary template;
the pull rope fastening device comprises two flat plates and a pull rope for connecting the two flat plates, and fastening nuts are arranged on the flat plates; the corner fixing plate is provided with a fastening nut and a draw hook, and the draw hook hooks the pull rope.
In the scheme, the end part of the draw hook is provided with the screw rod, and the screw rod is fixed on the corner fixing plate through the fastening nut.
The invention also provides a construction process using the constructional column template construction device, which comprises the following steps:
s1, fastening the prefabricated templates on two adjacent sides of the constructional column rib through the alternate stay cord fastening devices and the corner fixing plate;
or S2, the opposite sides of the three prefabricated templates in the constructional column of the door post are tied through the opposite tension screw rods, and the templates on the two adjacent sides are fastened by the spaced corner fixing plates;
or S3, and the opposite side of the prefabricated template of the structural column at the three side walls is tied through the opposite tension rod.
In the above scheme, in step S1, the prefabricated form boards clamp the outer wall bag of the corner from the bottom, are tied with the prefabricated form boards at the inner corner through the pull rope fastening device, and are fastened with the prefabricated form boards at two adjacent sides by the corner fixing plates.
In the above scheme, in step S2, when the prefabricated templates on three sides of the door pillar are clamped, the main templates are used on the opposite sides, the auxiliary templates are used on the adjacent sides in the middle for clamping, then the tie rod is used to pass through the gap between the structural pillar reinforcement and the masonry to tie and fasten the main templates, the templates are compacted by the flat plates, the corner fixing plates are used at the corners for fastening, and the wood edges are used to fasten and compact the auxiliary templates on the inner sides of two sides of the door.
In the above scheme, in step S3, prefabricated formworks are arranged on the inner side and the outer side of the structural column at the three side walls, and then the tension rod is fastened and tied through a gap between the atmospheric block and the structural column rib.
The constructional column template construction device and the process have the following beneficial effects:
1. the constructional column formwork construction device and the process can be suitable for the change of the thickness of an indoor wall body, the change of the positions of various indoor constructional columns and the change of the connection mode of the constructional columns and the wall.
2. The construction process can meet the change of various forms of the indoor constructional column, meet the fastening requirement and ensure the forming quality of the constructional column.
3. The construction process of the invention can not affect the quality of the peripheral masonry, can not damage the peripheral masonry and ensures the stability of the indoor building structure.
Drawings
The invention will be further described with reference to the accompanying drawings and examples, in which:
FIG. 1 is a schematic view of a construction process of the constructional column formwork construction device of the present invention;
FIG. 2 is a schematic structural view of a prefabricated form;
FIG. 3 is a schematic view of the construction of the pull-cord fastening device;
fig. 4 is a schematic structural view of a corner fixing plate;
FIG. 5 is a schematic view of the hook of the corner fixing plate engaged with the pull rope;
FIG. 6 is a schematic structural view of a counter-pulling rod;
FIG. 7 is a schematic view of prefabricated forms for constructing adjacent sides of a column reinforcement;
FIG. 8 is a schematic illustration of a three-sided prefabricated form in a construction post for a door post;
fig. 9 is a schematic diagram of a prefabricated form of a construction post at a three-sided wall.
Detailed Description
For a more clear understanding of the technical features, objects and effects of the present invention, embodiments of the present invention will now be described in detail with reference to the accompanying drawings.
As shown in fig. 1 to 6, the construction apparatus for a construction post form of the present invention includes a prefabricated form, a rope fastening device 3, a corner fixing plate 4, and a counter-pulling rod 5.
The prefabricated template comprises a main template 1 and an auxiliary template 2, wherein the main template 1 and the auxiliary template 2 are perpendicular to each other. Since the length and width dimensions of the structural studs are generally determined by the thickness of the wall, which is typically 200mm or 300mm, the structural studs 6 are typically 160 x 160mm, or 160 x 260mm in length and width; therefore, the width dimensions of the main template 1 and the auxiliary template 2 are determined according to the change of the thickness dimension of the wall, and generally, the sizes of the templates with three specifications can meet the change of the structural columns in the indoor building.
The pull rope fastening device 3 comprises two flat plates 3.2 and a pull rope 3.1 for connecting the two flat plates 3.2, and fastening nuts are arranged on the flat plates 3.2. The corner fixing plate 4 is provided with a fastening nut and a draw hook 4.1, and the draw hook 4.1 can hook the pull rope 3.1. The end part of the drag hook 4.1 is provided with a screw rod which is fixed on the corner fixing plate 4 through a fastening nut.
The invention also provides a construction process by utilizing the constructional column template construction device, which comprises the following steps of:
s1, fastening the prefabricated templates on two adjacent sides of the constructional column rib through the pull rope fastening device 3 and the corner fixing plate 4;
or S2, the opposite sides of the three prefabricated templates in the constructional column of the door post are tied through the opposite tension rod 5, and the templates at the two adjacent sides are fastened by the spaced corner fixing plates 4;
or S3, the opposite side of the prefabricated template of the structural column at the three side walls is tied through the opposite tension rod 5.
Further, as shown in fig. 7, in step S1, the prefabricated form panel clamps the outer wall bag of the corner from the bottom, and is tied to the prefabricated form panel at the inner corner by the pull-string fastening device 3 spaced by 300mm, and the prefabricated form panels at the adjacent two sides are fastened by the corner fixing plates 4 spaced by 300 mm.
Further, as shown in fig. 8, in step S2, when the prefabricated forms on three sides of the door post structural post are clamped, the main form 1 is used on the opposite side, the auxiliary form 2 is used on the adjacent side in the middle, the tie rod 5 is used to pass through the gap between the structural post rib 6 and the masonry to tie and fasten the main form 1, the flat plate 3.2 is used to compact the form, the corner fixing plates 4 with the interval of 300mm are used to fasten the corner, and the wood edges 8 are used to fasten and compact the auxiliary forms 2 on the inner sides of two sides of the door.
Further, as shown in fig. 9, in step S3, prefabricated forms are disposed on the inner and outer sides of the structural column at the three side walls, and the tie rod 5 is fastened and tied through the gap between the atmospheric block 7 and the structural column reinforcement.
While the present invention has been described with reference to the embodiments shown in the drawings, the present invention is not limited to the embodiments, which are illustrative and not restrictive, and it will be apparent to those skilled in the art that various changes and modifications can be made therein without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (6)
1. A constructional column template construction device is characterized by comprising a prefabricated template, a stay cord fastening device, a corner fixing plate and a split link rod; the prefabricated template comprises a main template and an auxiliary template;
the pull rope fastening device comprises two flat plates and a pull rope for connecting the two flat plates, and fastening nuts are arranged on the flat plates; the corner fixing plate is provided with a fastening nut and a draw hook, and the draw hook hooks the pull rope.
2. The construction apparatus of a constructional column template as recited in claim 1, wherein a screw is provided at an end of the draw hook, and the screw is fixed on the corner fixing plate by a fastening nut.
3. A construction process using the construction post formwork construction apparatus of claim 1, comprising the steps of:
s1, fastening the prefabricated templates on two adjacent sides of the constructional column rib through the alternate stay cord fastening devices and the corner fixing plate;
or S2, the opposite sides of the three prefabricated templates in the constructional column of the door post are tied through the opposite tension screw rods, and the templates on the two adjacent sides are fastened by the spaced corner fixing plates;
or S3, and the opposite side of the prefabricated template of the structural column at the three side walls is tied through the opposite tension rod.
4. The construction process of the construction post form working apparatus as claimed in claim 3, wherein in the step S1, the prefabricated forms clamp the outer wall packet of the corner from the bottom and are drawed with the prefabricated forms of the inner corner by the drawstring fastening means, and the prefabricated forms of the adjacent both sides are fastened by the corner fixing plates.
5. The construction process of the construction post formwork installation device according to claim 3, wherein in the step S2, the prefabricated formworks on three sides of the door post construction post are clamped by using the main formwork on the opposite side, the auxiliary formwork on the adjacent side in the middle is clamped, the tie rod is used to pass through the gap between the structural post rib and the masonry to tie and fasten the main formwork, the flat plate is used to fasten the formwork, the corner fixing plate is used to fasten the corner, and the wood edge is used to fasten and fasten the auxiliary formwork on the inner side of two sides of the door.
6. The construction process of the construction post formwork construction device according to claim 3, wherein in the step S3, prefabricated formworks are installed at the inner and outer sides of the construction post at the three side walls, and the tension bar is fastened and knotted through the gap between the atmospheric block and the reinforcement of the construction post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811444823.8A CN109339439B (en) | 2018-11-29 | 2018-11-29 | Constructional column formwork construction device and process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811444823.8A CN109339439B (en) | 2018-11-29 | 2018-11-29 | Constructional column formwork construction device and process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109339439A CN109339439A (en) | 2019-02-15 |
| CN109339439B true CN109339439B (en) | 2021-05-18 |
Family
ID=65318568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811444823.8A Active CN109339439B (en) | 2018-11-29 | 2018-11-29 | Constructional column formwork construction device and process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109339439B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115627930A (en) * | 2022-10-28 | 2023-01-20 | 中国一冶集团有限公司 | Auxiliary reinforcing template for masonry constructional column and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN206053314U (en) * | 2016-06-30 | 2017-03-29 | 中国建筑第七工程局有限公司 | A kind of constructional column gang form |
| CN106760509A (en) * | 2017-01-23 | 2017-05-31 | 中建八局第建设有限公司 | A kind of T-shaped constructional column horse tooth trough does not damage the mold method of wall |
| CN107700836A (en) * | 2017-09-26 | 2018-02-16 | 福建建工集团有限责任公司 | A kind of reinforcement system and construction method of L-shaped filling wall construction column template |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140319316A1 (en) * | 2013-04-28 | 2014-10-30 | Robert N. Bergman | Hollow-core fiberglass sheet |
-
2018
- 2018-11-29 CN CN201811444823.8A patent/CN109339439B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN206053314U (en) * | 2016-06-30 | 2017-03-29 | 中国建筑第七工程局有限公司 | A kind of constructional column gang form |
| CN106760509A (en) * | 2017-01-23 | 2017-05-31 | 中建八局第建设有限公司 | A kind of T-shaped constructional column horse tooth trough does not damage the mold method of wall |
| CN107700836A (en) * | 2017-09-26 | 2018-02-16 | 福建建工集团有限责任公司 | A kind of reinforcement system and construction method of L-shaped filling wall construction column template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109339439A (en) | 2019-02-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10837166B2 (en) | Building structure and construction method for same | |
| WO2016062224A1 (en) | Integrated column-equipped heat insulation wallboard, manufacturing and building processes and corollary equipment thereof | |
| US8844224B2 (en) | Utility dowel bracket | |
| CN110409811B (en) | Non-dismantling forming column template containing reinforcement cage, template structure and building process | |
| CN110409813B (en) | Non-dismantling forming beam template containing reinforcement cage, template structure and building process | |
| CN105544970A (en) | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method | |
| CN110630011A (en) | Template reinforcing system for double shear walls at deformation joint and construction method thereof | |
| CN109339439B (en) | Constructional column formwork construction device and process | |
| CN109944439B (en) | Adjustable steel wire rope truss device for column formwork reinforcement | |
| CN107435439A (en) | A kind of shear wall sizing template for door window opening fixing means | |
| CN111877752B (en) | Reinforcing system of building template and construction method thereof | |
| CN109296117B (en) | Composite hollow inner template light partition wall and construction method | |
| CN210651212U (en) | Movable steel mould of door concrete prefabricated section | |
| CN204898612U (en) | Mould with adjustable be used for pouring ditch | |
| CN110984568A (en) | Water stop ridge platform template device and construction method | |
| CN204311649U (en) | Prefabrication and assembly construction boxlike reinforcement side fascia with ribbing and exterior wall | |
| CN102121313A (en) | Rebar planting-free formwork erecting method for masonry construction and device thereof | |
| CN212715921U (en) | Two-sided coincide wallboard door and window entrance to a cave formwork structure | |
| CN211143327U (en) | I-steel fixing device encorbelments | |
| CN211973582U (en) | Basement template system | |
| CN210791413U (en) | Detachable steel wood template composite set | |
| CN209369324U (en) | The side form bracing means of shear wall | |
| CN217734862U (en) | Reinforcing apparatus of no beam floor cap | |
| CN210659251U (en) | Non-dismantling formed beam template containing reinforcement cage and template structure | |
| CN204626714U (en) | A kind of dismantled and assembled stealthy partition wall system |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |