CN105756342A - Integral wall and column template reinforcement device - Google Patents
Integral wall and column template reinforcement device Download PDFInfo
- Publication number
- CN105756342A CN105756342A CN201610284656.XA CN201610284656A CN105756342A CN 105756342 A CN105756342 A CN 105756342A CN 201610284656 A CN201610284656 A CN 201610284656A CN 105756342 A CN105756342 A CN 105756342A
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- CN
- China
- Prior art keywords
- angle steel
- wall column
- bolt
- template
- hole
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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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Classifications
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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
-
- 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
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 invention provides an integral wall and column template reinforcement device which comprises multiple templates, at least one piece of angle steel and multiple bolts, wherein the multiple templates are sequentially connected end to end to form a wall and column module, any two adjacent templates are fixedly connected through the angle steel and the bolts, multiple through holes are formed in the edge of a junction of any two adjacent templates, correspond to the bolts one to one and are matched with the bolts, and T-shaped holes corresponding to the through holes in the templates are formed in the angle steel. According to the device, a manner of fixedly connecting any two adjacent templates through the bolts which penetrate through the through holes in the templates and then penetrate through the T-shaped holes in the angle steel is adopted, so that the problems of mold explosion and mold expansion of internal and external corners of columns and walls during construction are effectively solved, meanwhile, dimensional requirements of the internal and external corners of the columns and the walls are met, and the construction quality is improved.
Description
Technical field
The present invention relates to the realm of building construction, particularly the device of a kind of wall column formwork integral reinforcing.
Background technology
Continuous expansion along with domestic construction construction scale, building trade obtains strong development, at present, that builds is typically designed as framework and shear wall structure, present framework, shear wall structure center pillar, the negative and positive angle of wall does not have special technique and relatively good special construction plan when constructing, in installation form process, post, the negative and positive angle edge joint position of wall is difficult to ensure that firmly, quick-fried mould will be there is in construction, the situation of swollen mould, it is made easily to produce scale error and deformation, aftershaping of having constructed is second-rate, and, it must be picked before carrying out next step decoration and specializing in operation and beat, patch work, process loaded down with trivial details and workload is big, not only produce substantial amounts of building waste also take a lot of work expense material, uneconomical more not environmentally.So how ensureing that in engineering construction the Forming Quality at the negative and positive angle of post, wall becomes the important problem that the realm of building construction is badly in need of solving.
Summary of the invention
In order to solve above-mentioned technical problem, and the device of a kind of wall column formwork integral reinforcing is provided, by template adjacent for any two is passed through angle steel, bolt is fixing to be connected, multiple through hole is set any two adjacent template edge in junction is all equally spaced, and on angle steel, it is provided with the T-shaped hole corresponding with through hole in above-mentioned template, by template adjacent for any two being fixed the mode of connection by being then passed through the T-shaped hole on angle steel after the through hole in bolt traverse template, efficiently solve post, quick-fried mould is there is in the negative and positive angle of wall in construction, the situation of swollen mould, simultaneously, ensure that post, the dimensional requirement at the negative and positive angle of wall, improve construction quality.
The device of a kind of wall column formwork integral reinforcing provided by the invention, including: multiple templates, at least one angle steel and multiple bolt, multiple described templates head and the tail are sequentially connected composition wall column module, the described template that any two is adjacent is fixed by described angle steel, described bolt and is connected, the any two adjacent described template edge in junction is provided with multiple through hole, described through hole and described bolt one_to_one corresponding and match with described bolt.
Further, described angle steel includes the first angle steel face and the second angle steel face of integral molding, described first angle steel face is provided with the T-shaped perforate corresponding with described through hole, described second angle steel face is provided with the T-shaped hole corresponding with described through hole.
Further, all equally spaced edge being arranged on described template of described through hole, and be parallel linear array with the edge of described template.
Further, the bolt head of described bolt is arranged on described wall column inside modules, and the shank of bolt of described bolt is towards described wall column module-external.
Further, also including stupefied frame, described stupefied frame is arranged in described wall column module.
Further, described bolt adopts cup square neck screw rod and stop nut.
Further, the distance between the described through hole that any two is adjacent is 50mm～500mm.
Further, the described template that any two is adjacent is fixed by described angle steel, described bolt when connecting, at least provided with two described bolts on the edge of the junction of each described template.
Further, described template adopts plywood.
Compared with prior art it has the beneficial effect that said apparatus efficiently solves post, the situation of quick-fried mould, swollen mould occurs in construction at the negative and positive angle of wall to the device of a kind of wall column formwork integral reinforcing provided by the invention, effectively control the physical dimension of post wall, axial location and can guarantee that again the smooth of forming surface, also can save recruitment, cost is relatively low, angle steel arranges the design of T-shaped perforate and T-shaped hole, mainly convenient installation, can suitably adjust installation site；With bolts, can after there is error in disposable installation, convenient dismounting, and carry out installation again, it is achieved that solve the two fold problem of quality and cost.
Accompanying drawing explanation
The adjacent forms that Fig. 1 is the device of a kind of wall column formwork integral reinforcing provided by the invention is structural representation when 90 degree；
The adjacent forms that Fig. 2 is the device of a kind of wall column formwork integral reinforcing provided by the invention is structural representation when 0 degree；
Fig. 3 is the structural representation of the template of the device of a kind of wall column formwork integral reinforcing provided by the invention；
Fig. 4 is the structural representation in the first angle steel face of the angle steel of the device of a kind of wall column formwork integral reinforcing provided by the invention；
Fig. 5 is the structural representation in the second angle steel face of the angle steel of the device of a kind of wall column formwork integral reinforcing provided by the invention；
Fig. 6 is the front view of the angle clip of the device of a kind of wall column formwork integral reinforcing provided by the invention；
Fig. 7 is the structural representation after the device installation of a kind of wall column formwork integral reinforcing provided by the invention；
In figure: 1, template；2, angle steel；3, bolt；4, stupefied frame；21, the first angle steel face；22, the second angle steel face.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further details:
As shown in Figures 1 to 7, the device of a kind of wall column formwork integral reinforcing provided by the invention, including: multiple templates 1, at least one angle steel 2 and multiple bolt 3, multiple templates 1 head and the tail are sequentially connected composition wall column module, the template 1 that any two is adjacent is fixed connected by angle steel 2, bolt 3, the any two adjacent template 1 edge in junction is provided with multiple through hole, and through hole matches with bolt 3 one_to_one corresponding and with bolt 3.Adopt the wall column module that aforesaid way is configured, efficiently solve post, there is the situation of quick-fried mould, swollen mould in the negative and positive angle of wall in construction, simultaneously, ensure that the dimensional requirement at the negative and positive angle of post, wall, improve construction quality, adopt at the transverse slot place of adjacent template two blocks of angle clips to be fixedly connected by bolt and U-shaped reinforcing bar.
In a preferred embodiment, angle steel 2 includes the first angle steel face 21 and the second angle steel face 22 of integral molding, first angle steel face 21 is provided with the T-shaped perforate corresponding with through hole in template 1, the second angle steel face 22 is provided with the T-shaped hole corresponding with through hole in template 1.nullSet T-shaped perforate and T-shaped hole are mainly for the through hole arranged in two adjacent templates 1，Two adjacent templates 1 can be designated as the first template and the second template respectively，T-shaped perforate on first angle steel face 21 is corresponding with the through hole in the first template，T-shaped hole on second angle steel face 22 is corresponding with the through hole in the second template，During installation，First install corresponding with the shank of bolt of the through hole in the second template for the T-shaped hole on two angle steel faces 22，Shank of bolt in the through hole being directed on the first plank by the opening part of the T-shaped perforate on the first angle steel face 21 is installed，After installation, the through hole in the first template and the through hole line in the second template can settings angled with horizontal plane，Can certainly be horizontally disposed with，Need according to construction and determine，When practice of construction，If the length of the angle steel 2 used is long and can not use，When then cutting，Need to cut according to the spacing of two through holes adjacent in template 1，Convenient installation，Should ensure that otch is smooth when the T-shaped perforate on the first angle steel face 21 of angle steel 2 and the cutting of the T-shaped hole on the second angle steel face 22，Error cannot be greater than ± 2mm.
In a preferred embodiment, all equally spaced edge being arranged on template 1 of through hole, and be parallel linear array with the edge of template 1, can effectively strengthen integral installation intensity, it is ensured that construction safety.
In a preferred embodiment, the bolt head of bolt 3 is arranged on wall column inside modules, and the shank of bolt of bolt 3 is towards wall column module-external.The shank of bolt of bolt 3 is exposed to the outside of wall column module, adopts stop nut to be fixed again through the T-shaped hole of setting on angle steel 2 shank of bolt, just can be tightened by bolt, and then template adjacent for any two be fixed.
In a preferred embodiment, also including stupefied frame 4, stupefied frame 4 is arranged in wall column module.After fixing for wall column module, by installing the form of stupefied frame 4 in wall column module again additional, it is that whole wall column module is more firm, reliably.
In a preferred embodiment, bolt 3 adopts cup square neck screw rod and stop nut.Adopting the screw rod of this cup square neck, can effectively prevent the bolt when clamp nut from rotating, the situation affecting fastening strength occurs.
In a preferred embodiment, the distance between the through hole that any two is adjacent is 50mm～500mm, in Specific construction process, needs to carry out size Selection according to the intensity of template 1 and Specific construction.
In a preferred embodiment, the template 1 that any two is adjacent is fixed when connecting by angle steel 2, bolt 3, at least provided with two bolts 3 on the edge of the junction of each template 1, to ensure installation strength requirement.
In a preferred embodiment, template 1 adopts plywood, it is ensured that the intensity of template 1 and can effectively control cost.
The device of a kind of wall column formwork integral reinforcing provided by the invention, when processing uses, selects 10mm electric hand drill that template 1 is carried out perforate by given size, whether the size-spacing between each hole of priority control meets the requirements,, template 1 can be numbered, in order to avoid mistake uses meanwhile；Angle steel 2 adopts 50 × 50 × 3mm equal leg angle, when angle steel 2 is processed, need strictly to carry out cutting operation according to drawing and ensure otch flat smooth, its bore size error cannot be greater than ± 2mm, according to needing angle steel 2 is cut into corresponding length during in-site installation construction, the error in length of its cutting cannot be greater than ± 5mm, and ensure the quantity at least two of the bolt 3 used when angle steel 2 and template 1 are fixedly connected, during installation, bolt 3 adopts round head square neck bolt, and lead screw is towards outside installation, the size of bolt 3 elects M8 × 40mm as；nullBy template 1 installation in position from bottom to top，Angle steel 2 is installed and is put in place by the hole of corresponding templates 1，When adjacent two templates 1 are in 90 degree of angles，Former and later two contact surfaces of two templates 1 all adopt angle steel 2 to be fixedly connected，It is fixedly connected with bolt 3，Bolt 3 adopts anti-skidding nut，When adjacent two templates 1 are in 0 degree of angle，Former and later two contact surfaces of two templates 1 all adopt two angle steel 2 to be fixedly connected，The fixing connection of the U-shaped buckle of steel is adopted between two angle steel 2，Certainly，It is fixedly connected also by modes such as bolts herein，Template 1、The angle steel 2 of front-back adopts bolt 3 to be fixedly connected，Bolt 3 adopts anti-skidding nut，Now it should be noted that the 10mm that staggered by angle steel 2 two pieces adjacent is arranged，With adjusting template 1 punching hole and the error that produces during angle steel 2 processing，The installation of template 1 support must be solid and reliable，The torsional moment of bolt 3 controls at 45～60N m；The edge joint position of two adjacent templates 1 adopts two pieces of angle steel blocks to be fixedly connected, two sides of angle steel block are equipped with perforate herein, being fixedly connected by the piece of two adjacent templates 1 through the form of the perforate on angle steel block and template 1 by bolt 3, two angle steel blocks are closely coupled and fixed by U-shaped reinforcing bar；Adopting 15mm thickness plywood when template 1 is installed, master's stupefied employing 40 × 60 ladle wood stupefied, secondary that wall column is reinforced, main stupefied spacing stupefied, secondary is arranged according to wall column formwork support system computation structure；When at the scene wall column formwork integral reinforcing device being checked, theodolite can be used to position measurement, ribbon carries out dimensional measurement, guarantee the physical dimension of wall column, check the axial location of wall column formwork and physical dimension completing, confirm errorless after, with spanner, bolt 3 is tightened, check that steel pipe master is stupefied, secondary stupefied whether to install, after installation, whole device is carried out quality testing, detect qualified after can carry out concrete pouring construction, and carry out concreting process arranging special messenger carry out inspection on duty, monitor construction quality.
Reach can demolish walls after requirement post module until concrete strength, first remove stupefied frame, then anti-skidding nut is unscrewed with spanner, when unscrewing nut, nut is not all turned on, prevent nut from losing, then, beat the top of the angle steel 2 being fixed in template 1 gently with hand hammer, angle steel 2 is made to separate with bolt 3, take out angle steel 2, then remove wall column module, to handle with care when form removal 1, prevent from touching curved, break angle steel 2, and after angle steel 2 removes every time, it is necessary to carry out checking, correct, repair, use in order to turnover next time.
The above; it is only presently preferred embodiments of the present invention; not in order to limit the present invention, every any trickle amendment, equivalent replacement and improvement above example made according to the technical spirit of the present invention, should be included within the protection domain of technical solution of the present invention.
Claims (9)
1. the device of a wall column formwork integral reinforcing, it is characterized in that, including: multiple templates, at least one angle steel and multiple bolt, multiple described templates head and the tail are sequentially connected composition wall column module, the described template that any two is adjacent is fixed by described angle steel, described bolt and is connected, the any two adjacent described template edge in junction is provided with multiple through hole, described through hole and described bolt one_to_one corresponding and match with described bolt.
2. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterized in that, described angle steel includes the first angle steel face and the second angle steel face of integral molding, described first angle steel face is provided with the T-shaped perforate corresponding with described through hole, described second angle steel face is provided with the T-shaped hole corresponding with described through hole.
3. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that all equally spaced edge being arranged on described template of described through hole, and be parallel linear array with the edge of described template.
4. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that the bolt head of described bolt is arranged on described wall column inside modules, the shank of bolt of described bolt is towards described wall column module-external.
5. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that also including stupefied frame, described stupefied frame is arranged in described wall column module.
6. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that described bolt adopts cup square neck screw rod and stop nut.
7. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that the distance between the described through hole that any two is adjacent is 50mm～500mm.
8. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterized in that, the described template that any two is adjacent is fixed by described angle steel, described bolt when connecting, at least provided with two described bolts on the edge of the junction of each described template.
9. the device of a kind of wall column formwork integral reinforcing according to claim 1, it is characterised in that described template adopts plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610284656.XA CN105756342A (en) | 2016-05-03 | 2016-05-03 | Integral wall and column template reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610284656.XA CN105756342A (en) | 2016-05-03 | 2016-05-03 | Integral wall and column template reinforcement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105756342A true CN105756342A (en) | 2016-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610284656.XA Pending CN105756342A (en) | 2016-05-03 | 2016-05-03 | Integral wall and column template reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105756342A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277979A (en) * | 2018-03-20 | 2018-07-13 | 中国五冶集团有限公司 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
| CN110965775A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Drip line template system |
| CN110965776A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Groove forming template system |
| CN112900865A (en) * | 2021-01-28 | 2021-06-04 | 新十建设集团有限公司 | Building templates fixing device |
Citations (6)
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| US3790121A (en) * | 1971-05-20 | 1974-02-05 | Brock White Co | Column form and clamp assembly |
| CN204112735U (en) * | 2014-10-08 | 2015-01-21 | 中国二冶集团有限公司 | A kind of template fixator |
| CN104790664A (en) * | 2015-05-18 | 2015-07-22 | 山东金城建设有限公司 | Construction method for angle steel edge-sealing weather-resistant PVC (Polyvinyl Chloride) composite plastic mold plate |
| CN204552088U (en) * | 2015-04-17 | 2015-08-12 | 福建建工集团总公司 | A kind of tool-type band steel tie of small bore post mould |
| CN204728694U (en) * | 2015-06-18 | 2015-10-28 | 中国十五冶金建设集团有限公司 | A kind of concrete component template fixation kit |
| CN205577398U (en) * | 2016-05-03 | 2016-09-14 | 中国建筑第二工程局有限公司 | Whole reinforced (rfd) device of wall post template |
-
2016
- 2016-05-03 CN CN201610284656.XA patent/CN105756342A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3790121A (en) * | 1971-05-20 | 1974-02-05 | Brock White Co | Column form and clamp assembly |
| CN204112735U (en) * | 2014-10-08 | 2015-01-21 | 中国二冶集团有限公司 | A kind of template fixator |
| CN204552088U (en) * | 2015-04-17 | 2015-08-12 | 福建建工集团总公司 | A kind of tool-type band steel tie of small bore post mould |
| CN104790664A (en) * | 2015-05-18 | 2015-07-22 | 山东金城建设有限公司 | Construction method for angle steel edge-sealing weather-resistant PVC (Polyvinyl Chloride) composite plastic mold plate |
| CN204728694U (en) * | 2015-06-18 | 2015-10-28 | 中国十五冶金建设集团有限公司 | A kind of concrete component template fixation kit |
| CN205577398U (en) * | 2016-05-03 | 2016-09-14 | 中国建筑第二工程局有限公司 | Whole reinforced (rfd) device of wall post template |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277979A (en) * | 2018-03-20 | 2018-07-13 | 中国五冶集团有限公司 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
| CN110965775A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Drip line template system |
| CN110965776A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Groove forming template system |
| CN112900865A (en) * | 2021-01-28 | 2021-06-04 | 新十建设集团有限公司 | Building templates fixing device |
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Application publication date: 20160713 |