CN2489023Y - High precision universal combined big shuttering - Google Patents
High precision universal combined big shuttering Download PDFInfo
- Publication number
- CN2489023Y CN2489023Y CN 01229699 CN01229699U CN2489023Y CN 2489023 Y CN2489023 Y CN 2489023Y CN 01229699 CN01229699 CN 01229699 CN 01229699 U CN01229699 U CN 01229699U CN 2489023 Y CN2489023 Y CN 2489023Y
- Authority
- CN
- China
- Prior art keywords
- template
- mould
- standard
- back cord
- shuttering
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a high-precision universal combined big shuttering, which consists of a standard shuttering, a negative angle mould, a positive angle mould, a back pile, a back pile connecting piece and a hook. Between the negative angle mould and the standard shuttering, an angle-regulation shuttering is arranged. The two vertical rims of the negative angle mould are two bevel edges fitting with the bevel edge of the angle-regulation shuttering. The other edge of the angle-regulation shuttering is a right-angle side and is connected with the standard shuttering. The positive angle mould is of triangular prism shape, of which the right-angle side is arranged between two standard shutterings on the negative angle mould. The utility model has strong practicability and interchangeability, thus the qualify of the concrete project is ensured and the time of use is increased. The utility model is applicable to high-rise buildings, large-size industrial premises, bridges, and all civil works.
Description
The utility model relates to the novel large form of a kind of machining accuracy height, highly versatile.
Existing great wall template all adopts the angle steel bridging method to connect at inner corner trim mould place, non-angular is regulated template, and two vertical frames of inner corner trim mould are straight flanges, and limit direct and standard form matches; The external corner mould is a triangular prism shape; No width adjusting template between standard form and external corner mould, template overall size are difficult for regulating, and precision and versatility need further to improve.Principal item has four kinds: 1, dedicated integral large form, be fit to single engineering, and not general; 2, assembled large form, the polylith spelling is fit to lease, is used for general walling work; 3, double buckle large form, panel faulting of slab ends overlap joint has directionality, and versatility is poor, and maintenance difficult is fit to sell; 4, typing large overall template, regularization, modularization, versatility is good in walling work, but can not be general in wall, post, girder construction.
The purpose of this utility model provides a kind of high-accuracy general combination large form, bridge pier, bent cap, box beam, tunnel and other structure engineering at the wall of construction work, post, beam, bridge engineering can be general, be combined into various flat formworks, big radian circular formwork, improve concrete engineering quality, improve mechanization degree, reduce labor strength, improve template turnover access times, reduce the template amortization charge.
The technical solution of the utility model is: high-accuracy general combination large form mainly is made up of standard form, inner corner trim mould, external corner mould, back cord, back cord connector, suspension hook, standard form is provided with frame, the connection eyelet is arranged on the frame, establish wall-through hole on the template face, split bolt is installed, template installation suspension hook suitable for reading, it is characterized in that: between inner corner trim mould and standard form, insert and put the angular adjustment template, two vertical frames of inner corner trim mould are hypotenuses, match with the hypotenuse of angular adjustment template, the another side of angular adjustment template is a right-angle side, is connected with standard form;
The external corner mould is a triangular prism shape, and its right-angle side is clipped between two standard forms of external corner position.
The above-mentioned width adjusting template that increases between standard form and external corner mould is in order to regulate the template overall size.
Above-mentionedly between two back cords, place dihedral core band, and be connected with the distracted steel pin of the back of the body, two back cords are tightened to integral body with passing the core band at external corner mould place.
Above-mentioned large form is linked to be integral body by back cord and back cord connector with standard form, width adjusting template, angular adjustment template.
Above-mentioned back cord is straight back cord or right angle bending heel.
Above-mentioned back cord connector is an end and the distracted drag hook bolt that is connected of the back of the body, being connected on the hook portion of drag hook bolt and the template
Eyelet is connected.
Above-mentioned split bolt is taper split bolt or cylindricality split bolt.
Before the large formwork construction, (or factory) is good with the large form composite assembly by joining mould figure on ground earlier, to on-the-spot spelling diagonal brace, builder's jack etc., it is in place to press the lifting of large form numbering block-by-block during construction, the inner corner trim mould can be installed on the large form lifting together, also can hang earlier to hang that angle mould is on-the-spot to be connected behind the large form.Large form is intact with regard to bit correction, penetrates the taper split bolt, fastening large form.When general large form is used for the post mould, capable of being combinedly be assembled into two right angles, respectively behind the hoisted in position between the two right angle templates diagonal positions fastening with the split bolt scene.
Advantage of the present utility model;
The width adjusting template is located at the standard form end, plays and regulates the effect of template length, meets structural requirement to guarantee the large form overall size; The external corner of wall adopts the external corner mould, guarantees the workmanship at external corner position; Limit, angular adjustment template oblique angle links to each other with the limit, oblique angle of inner corner trim mould, make the large form both sides behind the composite assembly all be adjusted to hypotenuse, corresponding with inner corner trim mould hypotenuse, solve the inner corner trim mould and be connected tight, straight and form removal clearance issues with standard form, favourable rapid form removal is accessible.
The frame of standard flat-die adopts that band steel is vertical with panel to be welded, and is added with 45 ° of oblique steel plates and makes riblet, to strengthen frame rigidity, has solved the frame angular deviation problem that general large form adopts angle steel or channel-section steel to cause owing to the product angle tolerance because of frame.Behind the large form welding fabrication, on special special equipment, carry out around the frame and positive, the mechanical Milling Process in the back side, the overall dimensions deviation is reached ± 0.1mm, planeness, glacing flatness reach 1/3000, do not have the gap between the template piece, and plate face faulting of slab ends is 0.2mm only, because formwork rigidity is big, machining accuracy is high, large form size behind the composite assembly is accurate, and the plate face is smooth, guarantees construction quality.
Large form regularization, modularization, about template, up and down, in length and breadth between assembly unit all capable of being combined.In the construction of construction work wall, post, girder construction, one-tenth great wall template capable of being combined, body of wall jumping formwork, frame column template, Vierendeel girder template etc., in bridge engineering, after being equipped with special-shaped template, one-tenth bridge abutment moulding plate capable of being combined, bent cap template, box beam template, tunneling formwork, the flat formwork of each class formation of one-tenth capable of being combined, big radian circular formwork etc. in the structure engineering, versatility, interchangeability are strong, guarantee to reach the clear water requirement, template turnover access times can reach 200-250 time, amortization charge is few, and economic benefit is obvious; Improve mechanization degree, reduce labor strength, all kinds of engineerings are general, help expanding template lease scope, are applicable to all kinds of highrise buildings, large scale industry factory building, bridge and the construction of all kinds of civil construction project.
Below in conjunction with accompanying drawing the utility model is described in detail:
Fig. 1 is the utility model assembling great wall template structural representation;
Fig. 2 is the utility model assembling pillar large form structural representation.
Among the figure, the 1-standard form, the 2-frame, the 3-wall-through hole, the 4-split bolt, 5-width adjusting template,
6-angular adjustment template, 7-inner corner trim mould, 8-external corner mould, the 9-back cord, 10-connects eyelet, 11-back cord connector, 12-core band, 13-pin, 14-suspension hook, 15-angle steel pad.
High-accuracy general combination large form mainly is made up of standard form 1, inner corner trim mould 7, external corner mould 8, back cord 9, back cord connector 11, suspension hook 14, standard form 1 is provided with frame, the eyelet 10 of connection is arranged on the frame, establish wall-through hole 3 on the template face, split bolt 4 is installed, template installation suspension hook 14 suitable for reading, it is characterized in that between inner corner trim mould 7 and standard form 1, inserting and putting angular adjustment template 6, two vertical frames of inner corner trim mould 7 are hypotenuses, match with the hypotenuse of angular adjustment template 6, the another side of angular adjustment template 6 is a right-angle side, is connected with standard form 1; External corner mould 8 is triangular prism shapes, and its right-angle side is clipped between two standard forms of external corner position.Between standard form 1 and external corner mould 8, increase width adjusting template 5, in order to regulate the template overall size.
Between two back cords 9, place dihedral core band 12, and be connected with the distracted steel pin 13 of the back of the body, two back cords 9 are tightened to integral body with passing core band 12 at external corner mould place.Large form is linked to be integral body by back cord 9 and back cord connector 11 with standard form 1, width adjusting template 5, angular adjustment template 6.Back cord 9 is straight back cord or right angle bending heel.Back cord connector 11 is an end and the distracted drag hook bolt that is connected of the back of the body, and the hook portion of drag hook bolt is connected with the eyelet 10 that is connected on the template.Split bolt is taper split bolt or cylindricality split bolt.
Assemble great wall template embodiment as shown in Figure 1, standard form 1 is provided with frame 2, adopts bolt to connect between the frame eyelet, establishes wall-through hole 3 on the template face, and taper split bolt 4 is installed; Width adjusting template 5 is located at the large form end and is met structural requirement to guarantee the large form overall size; Angular adjustment template 6 is the right angle on one side, and another side is the oblique angle, and the limit, oblique angle links to each other with the limit, oblique angle of inner corner trim mould 7; The external corner of wall adopts external corner mould 8; The per pass great wall template is linked to be integral body by back cord 9 with all standard forms, width adjusting template 5, angular adjustment template 6, and its back cord connector is that the connection eyelet 10 that drag hook bolt 11 hooks on the template is connected with back cord by the distracted connection drag hook bolt 11 of the back of the body.Between two back cords of outside corner of wall, be connected with steel pin 13, be tightened to integral body with core band 12. installs suspension hook 14 on the template, carries out the large form lifting.
Assembling pillar large form embodiment as shown in Figure 2, standard form 1 and width adjusting template 5 are formed dress column section width just, during to the upper strata variable cross-section, remove or change and regulate template and be upper strata column section width, place, template right angle connects external corner mould 8, and the template periphery connects back cord 9 with bolt, angle steel pad 15 is installed on the back cord, split bolt 4 is fastening with oblique drawknot between the back cord, and suspension hook 14 is installed on the template, divides two right angle liftings, mounting or dismounting.
Claims (7)
1, a kind of high-accuracy general combination large form, mainly form by standard form, inner corner trim mould, external corner mould, back cord, back cord connector, suspension hook, standard form is provided with frame, the connection eyelet is arranged on the frame, establish wall-through hole on the template face, split bolt is installed, and installs suspension hook on the template, it is characterized in that:
Insert and put the angular adjustment template between inner corner trim mould and standard form, two vertical frames of inner corner trim mould are hypotenuses, match with the hypotenuse of angular adjustment template, and the another side of angular adjustment template is a right-angle side, is connected with standard form;
The external corner mould is a triangular prism shape, and its right-angle side is clipped between two standard forms of external corner position.
2, high-accuracy general combination large form according to claim 1 is characterized in that: the described width adjusting template that between standard form and external corner mould, increases, and in order to regulate the template overall size.
3, high-accuracy general according to claim 1 combination large form is characterized in that: describedly place dihedral core band between two back cords at external corner mould place, and with passing the core band and carrying on the back distracted steel pin and be connected, two back cords are tightened to integral body.
4, high-accuracy general combination large form according to claim 1, it is characterized in that: described large form is linked to be integral body by back cord and back cord connector with standard form, width adjusting template, angular adjustment template.
5, high-accuracy general combination large form according to claim 1 is characterized in that: described back cord is straight back cord or right angle bending heel.
6, high-accuracy general according to claim 1 combination large form is characterized in that: described back cord connector is an end and carry on the back the distracted drag hook bolt that is connected, and the hook portion of drag hook bolt is connected with the eyelet that is connected on the template.
7, high-accuracy general combination large form according to claim 1, it is characterized in that: described split bolt is taper split bolt or cylindricality split bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01229699 CN2489023Y (en) | 2001-07-05 | 2001-07-05 | High precision universal combined big shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01229699 CN2489023Y (en) | 2001-07-05 | 2001-07-05 | High precision universal combined big shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2489023Y true CN2489023Y (en) | 2002-05-01 |
Family
ID=33644499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01229699 Expired - Fee Related CN2489023Y (en) | 2001-07-05 | 2001-07-05 | High precision universal combined big shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2489023Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| CN101864834A (en) * | 2010-06-11 | 2010-10-20 | 中国二十二冶集团有限公司 | Construction method of wall wood formers adopting steel pipes as back edges |
| CN101377094B (en) * | 2007-08-31 | 2011-08-24 | 北京住总集团有限责任公司 | Formwork seal butt-joint rim and unionized type adjustable structure |
| CN102433995A (en) * | 2012-01-09 | 2012-05-02 | 任更强 | Process for site precision pouring of concrete of building construction |
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN105442832A (en) * | 2015-11-04 | 2016-03-30 | 中建七局(上海)有限公司 | Formwork for concrete guide wall |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN108331358A (en) * | 2018-04-07 | 2018-07-27 | 廊坊卓锐建材有限公司 | One kind is cast-in-place to build positioning surface level-meter in template wall construction negative and positive angle free of demolition |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN110565942A (en) * | 2019-08-23 | 2019-12-13 | 中国十七冶集团有限公司 | adjustable steel back edge for reinforcing L-shaped cast-in-place hidden column template and implementation method |
-
2001
- 2001-07-05 CN CN 01229699 patent/CN2489023Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101377094B (en) * | 2007-08-31 | 2011-08-24 | 北京住总集团有限责任公司 | Formwork seal butt-joint rim and unionized type adjustable structure |
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| CN101864834A (en) * | 2010-06-11 | 2010-10-20 | 中国二十二冶集团有限公司 | Construction method of wall wood formers adopting steel pipes as back edges |
| CN102433995A (en) * | 2012-01-09 | 2012-05-02 | 任更强 | Process for site precision pouring of concrete of building construction |
| CN104763142B (en) * | 2015-04-01 | 2017-05-10 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN105442832A (en) * | 2015-11-04 | 2016-03-30 | 中建七局(上海)有限公司 | Formwork for concrete guide wall |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN108331358A (en) * | 2018-04-07 | 2018-07-27 | 廊坊卓锐建材有限公司 | One kind is cast-in-place to build positioning surface level-meter in template wall construction negative and positive angle free of demolition |
| CN108331358B (en) * | 2018-04-07 | 2023-11-17 | 廊坊卓锐建材有限公司 | Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN110565942A (en) * | 2019-08-23 | 2019-12-13 | 中国十七冶集团有限公司 | adjustable steel back edge for reinforcing L-shaped cast-in-place hidden column template and implementation method |
| CN110565942B (en) * | 2019-08-23 | 2022-03-25 | 中国十七冶集团有限公司 | Adjustable steel back edge for reinforcing L-shaped cast-in-place hidden column template and implementation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203834666U (en) | Modular building system and connection assembly for modular building | |
| CN2489023Y (en) | High precision universal combined big shuttering | |
| CN105926936A (en) | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system | |
| CN102704672A (en) | Installation construction method for large all-steel formwork at internal corner of shear wall | |
| CN110273539A (en) | A kind of combination set shaped steel formwork and its modeling method | |
| CN109853944A (en) | Building frame structure square column circumference button formwork and its construction method | |
| CN102852224A (en) | Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure | |
| CN103306453A (en) | Structure for mounting stone and method for mounting stone | |
| CN114809396A (en) | Curtain wall suspension part | |
| CN103362283A (en) | Stone installation structure and method for installing stone | |
| CN212773465U (en) | Special-shaped column formwork supporting system | |
| CN113585757A (en) | Reinforcing construction method for right-angle corner-shaped column formwork | |
| CN209686866U (en) | A kind of building frame structure square column circumference button formwork | |
| CN205025082U (en) | Inside and outside wall owner steel mode structure of clear water concrete body | |
| CN209990017U (en) | Novel full assembled modularization post structure and beam column structure | |
| CN111561147A (en) | Low-coupling aluminum die system and building method thereof | |
| CN214942366U (en) | Detachable forming die for one-step forming concrete R angle | |
| CN2518963Y (en) | Combined form | |
| CN110965766A (en) | Template for construction of deformation joint of shear wall structure, construction structure and construction method | |
| CN217205296U (en) | Concrete beam plastic formwork for building construction | |
| CN215717210U (en) | Square column steel formwork component for building | |
| CN219491385U (en) | Spliced inner partition plate unit | |
| CN219825799U (en) | Suspended ceiling structure for steel structure | |
| CN212271587U (en) | Low coupling aluminum mould system | |
| CN220285174U (en) | Reinforced concrete column with cement plate without removing formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |