CN2823431Y - Column section adjustable combined shuttering with rotary supporter - Google Patents
Column section adjustable combined shuttering with rotary supporter Download PDFInfo
- Publication number
- CN2823431Y CN2823431Y CN 200520112622 CN200520112622U CN2823431Y CN 2823431 Y CN2823431 Y CN 2823431Y CN 200520112622 CN200520112622 CN 200520112622 CN 200520112622 U CN200520112622 U CN 200520112622U CN 2823431 Y CN2823431 Y CN 2823431Y
- Authority
- CN
- China
- Prior art keywords
- template
- rotation
- lockset
- rib
- axis
- 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 discloses a kind of gang form with runing rest and adjustable pole section.The upper, middle and lower of template are provided with single cross rib and two cross rib.This template is provided with special lockset and connecting hole, by with the interconnecting of adjacent forms, constitute the gang form of adjustable pole section.Flexible material in the one-sided seal groove that is provided with of pattern plate bolster, groove.Two adjacent templates are in the sealing that has guaranteed under the special lockset interconnect function between the template piece.The template back side is provided with the adjusting support.Regulate support and can be rotated to and template back position overlapped, efficiently solve template and other adjacent stents and coordinate the problem used, make it in use become more convenient, flexible and satisfy construction requirement.
Description
Affiliated technical field
The utility model belongs to the mould plate technique field of using in the building operations.
Background technology
Existing building operations is of a great variety with template, and material is different.On using, function can be divided into slab form (also claiming horizontal shuttering), wall form, cylindrical shell template (also claiming vertical template), beam forms, stair template, door-window opening mould plate, column template etc.Column template can be square, rectangle, circle or special-shaped through its pole section of combination back.At present the form of cylinder template also has some kinds, as by all steel column template of the typing column template of fritter punching block spelling, steel pin template, glass fibre reinforced plastic prop template, variable-area or the like.The all steel column template assembly unit of variable-area is simple, rigidity big, the concrete good forming effect, can satisfy the requirement of clear water concrete; The number of turnover is many, and the form cost amortization is few; Bigger advantage is the variation that a cover template can satisfy multiple column section, makes construction enterprises obtain bigger technical economic benefit.Therefore, this template applications is comparatively extensive.Though the square column template of variable-area has more advantage, but can not adapt to the requirement of construction fully.Spillage such as four jiaos of square columns (rectangular column); Its bearing diagonal needs interim remove or the like during mounting template for another example.These defectives not only make the concrete impression quality of cylinder reduce, and also often cause bracing frame to use inconvenience and reduction operating efficiency.
Summary of the invention
The purpose of this utility model provides a kind of gang form with runing rest and adjustable pole section.This gang form adopted special lockset, be provided with rotatable adjustable support, removed annexes such as tie that conventional template uses and Screw arbor with nut at both-ends, make the assembling of post mould become convenient and swift, it is succinct to have structure, the intensity height, rigidity is big, from heavy and light, assembling flexibly, the precision height, characteristics such as safe in utilization can satisfy the clear water concrete to the requirement of template and adapt to the variation of multiple column section.
The purpose of this utility model be achieved in that first be with stress performance preferably rectangular hollow section (RHS) substitute heavier hot-rolled steel section, to alleviate the deadweight of template; Remove traditional tie, and traditional double-deck rib (rib in length and breadth) is arranged that changing one deck into arranges, promptly primary and secondary rib (rib in length and breadth) forms the framework of " order " word lattice in a plane, then form surfacing and lattice frame is welded together, and makes it stressed jointly.The secondth, the template splicing of pole section four corners position.The splicing of this position template is finished by special-purpose assembly unit lockset.Lockset is also taken into account the squareness of four jiaos of post moulds and is regulated except that transmitting load.The 3rd is when the post mode cross section need change, and can realize by the connecting hole that adjustment is reserved on the template face.The 4th is on the basis of improving the template construct precision, for making the splicing of template seam tighter, has designed seal groove especially, and filled elastic body in groove.The 5th is to prop up striking job for greater safety easily, has improved traditional template supporting leg, is about to former fixed supporting leg and changes rotatable supporting leg into.When mounting template runs into other supports and conflicts with the template supporting leg, the supporting leg half-twist and the template of column template can be formed overlap condition.Adapt to the installation of template and the coordination of other adjacent stents.Satisfy construction requirement.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described further.Fig. 1 is the gang form organigram of the utility model band runing rest and adjustable pole section.Fig. 2 is Figure 1A-A position cross-sectional configuration schematic diagram.Fig. 3 is the organigram of gang form after decomposing among Fig. 1.Sequence number in the accompanying drawing is respectively: axis of rotation, (5) axis of rotation is down gone up in (1) template, (2) adjusting support, (3) lockset, (4).
The specific embodiment
With reference to accompanying drawing, Form board frame of the present utility model and in length and breadth rib make of rectangular hollow section (RHS), and two cross ribs are set respectively in position, template upper, middle and lower.The rib in length and breadth of template is arranged in the same plane, forms the framework of " order " word lattice.Form surfacing and lattice frame are welded together formation template described in the utility model (1).A side frame of this template (1) divides distance that lockset (3) is set by instructions for use, and lockset (3) is positioned at the preformed hole place of the two cross ribs of template (1) end.The plate face of template (1) self is simultaneously corresponding to process connecting hole with lockset (3) horizontal plane position consistency.The position of connecting hole is different and different according to the size of pole section, interconnects by the lockset (3) with adjacent forms (1), constitutes the gang form of adjustable pole section.When the post mode cross section changes, upward just can realize the variation of post mode cross section in the use location of connecting hole by adjusting template (1).In order to make template seam splicing tighter, at template (1) avris the seal groove (not shown) is set, and in groove filling elastic material.Elastomeric material and adjacent forms panel overlap, and under lockset (3) pressure effect, realize the instructions for use in template assembly zero slit.A form removal for convenience, the upper-lower position spy at template (1) back side is provided with axis of rotation (4) and following axis of rotation (5).The described axis of rotation (4) of going up is connected with the last lower supporting rod of support respectively with following axis of rotation (5).Adjusting support (2) after the connection can be distinguished both direction swing to the left and right.When other supports occur conflicting with the fulcrum of regulating support (2), regulate support (2) and can be rotated to and template (1) back position overlapped, efficiently solve the problem that the coordination of template and other adjacent stents is used, and satisfy comprehensive requirement of construction.Characteristics of the present utility model are: owing to adopted rectangular hollow section (RHS) to make template framework, make template not only construct succinctly, and also in light weight.Compare with class template with original, under the situation that does not reduce rigidity, weight saving about 25%; Because lockset is arranged on two cross ribs place of template, so stress performance is good, and taken into account the Founder adjusting of post mould four corners position; Because the tie design of original square column template has been removed in the design of two cross ribs, and steel using amount is descended; Owing to designed seal groove, and filled elastomeric material, make that the template piece is tighter, guarantee the quality of concrete moulding; Because it is the template supporting leg has adopted rotatable design, more flexible more and convenient when propping up form removal than the template of original band fixed supporting leg.
Claims (1)
1, a kind of gang form with runing rest and adjustable pole section, by frame and in length and breadth rib and form surfacing be welded, it is characterized in that:
A, template (1) frame and cross rib are rectangular hollow section (RHS);
B, pattern plate bolster and rib are all in same horizontal plane;
The position, upper, middle and lower at C, template (1) back is respectively equipped with two cross ribs;
The one-sided seal groove that is provided with of D, pattern plate bolster is provided with elastomeric material in the groove;
A side frame of E, template (1) divides distance that lockset (3) is set,
The plate face of F, template (1) self is simultaneously corresponding to process connecting hole with lockset (3) horizontal plane position consistency;
The upper-lower position at G, template (1) back is provided with axis of rotation (4) and following axis of rotation (5), and the described axis of rotation (4) of going up is connected with the last lower supporting rod of support respectively with following axis of rotation (5), constitutes and regulates support (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520112622 CN2823431Y (en) | 2005-07-07 | 2005-07-07 | Column section adjustable combined shuttering with rotary supporter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200520112622 CN2823431Y (en) | 2005-07-07 | 2005-07-07 | Column section adjustable combined shuttering with rotary supporter |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2823431Y true CN2823431Y (en) | 2006-10-04 |
Family
ID=37032544
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200520112622 Expired - Fee Related CN2823431Y (en) | 2005-07-07 | 2005-07-07 | Column section adjustable combined shuttering with rotary supporter |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2823431Y (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101644104B (en) * | 2008-06-08 | 2014-04-16 | 孙长顺 | Adjustable formwork |
-
2005
- 2005-07-07 CN CN 200520112622 patent/CN2823431Y/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101644104B (en) * | 2008-06-08 | 2014-04-16 | 孙长顺 | Adjustable formwork |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102704672B (en) | Installation construction method for large all-steel formwork at internal corner of shear wall | |
CN201221198Y (en) | Aluminum alloy formwork system | |
CN203712840U (en) | Small box girder concrete pouring mold | |
CN105625186A (en) | Method for constructing large-section concrete Y-shaped column | |
CN203213591U (en) | Beam-free turbinate column cap structure template system | |
CN106917505A (en) | A kind of transparent plastic template for building and preparation method thereof | |
CN206545386U (en) | Sheet metal forming formwork drops in a kind of toilet | |
CN201850508U (en) | Non-strut bridge pier template | |
CN2823431Y (en) | Column section adjustable combined shuttering with rotary supporter | |
CN204960306U (en) | Square column steel form with adjustable | |
CN111075190B (en) | Bathroom concrete turn-ups steel mould with adjustable pull | |
CN206855694U (en) | A kind of prefabricated components window opening assembling die | |
CN112412003A (en) | Anti-bank and cast-in-place wall post integration pouring construction template | |
CN103352565A (en) | Typified form of ribbed floors | |
CN205889489U (en) | Multilayer formula mould unit and prefabricated component mould | |
CN211776023U (en) | Template system for connecting new and old structural columns after building translation | |
CN218149764U (en) | Building aluminum alloy external corner template section bar | |
CN210256644U (en) | Hydraulic internal mold template for pouring box girder | |
CN220129059U (en) | High-speed railway bridge deck railing base mould | |
CN100480014C (en) | 'T' shaped element mold for precasting reinforced concrete culvert | |
CN221321763U (en) | Inner wall body positioning rib and template slurry leakage prevention integrated device | |
CN214942314U (en) | Fair-faced concrete forming template | |
CN218438241U (en) | Hyperboloid arch passageway template | |
CN218090951U (en) | Construction structure for flanging of basement concrete outer wall bottom plate | |
CN217175710U (en) | Inverted cone frustum-shaped column cap formwork construction structure |
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 |