CN2823431Y - Column section adjustable combined shuttering with rotary supporter - Google Patents

Column section adjustable combined shuttering with rotary supporter Download PDF

Info

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
Application number
CN 200520112622
Other languages
Chinese (zh)
Inventor
牛其林
阎明伟
辛伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING ACADEMY OF BUILDING ENGINEERING
Original Assignee
BEIJING ACADEMY OF BUILDING ENGINEERING
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BEIJING ACADEMY OF BUILDING ENGINEERING filed Critical BEIJING ACADEMY OF BUILDING ENGINEERING
Priority to CN 200520112622 priority Critical patent/CN2823431Y/en
Application granted granted Critical
Publication of CN2823431Y publication Critical patent/CN2823431Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

The gang form of band runing rest and adjustable pole section
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).
CN 200520112622 2005-07-07 2005-07-07 Column section adjustable combined shuttering with rotary supporter Expired - Fee Related CN2823431Y (en)

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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101644104B (en) * 2008-06-08 2014-04-16 孙长顺 Adjustable formwork

Cited By (1)

* Cited by examiner, † Cited by third party
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