CN206128630U - Die carrier is with flexible roof beam of adjustable how many fonts - Google Patents

Die carrier is with flexible roof beam of adjustable how many fonts Download PDF

Info

Publication number
CN206128630U
CN206128630U CN201621131057.6U CN201621131057U CN206128630U CN 206128630 U CN206128630 U CN 206128630U CN 201621131057 U CN201621131057 U CN 201621131057U CN 206128630 U CN206128630 U CN 206128630U
Authority
CN
China
Prior art keywords
shaped
few
girder steels
bolt
short circuit
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
CN201621131057.6U
Other languages
Chinese (zh)
Inventor
张磊
陈晓东
张平平
史剑
史一剑
包海明
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.)
China State Construction Engineering Corp Ltd CSCEC
China Construction Baili Engineering Technology Development Co Ltd
Original Assignee
China State Construction Engineering Corp Ltd CSCEC
China Construction Baili Engineering Technology Development Co Ltd
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 China State Construction Engineering Corp Ltd CSCEC, China Construction Baili Engineering Technology Development Co Ltd filed Critical China State Construction Engineering Corp Ltd CSCEC
Priority to CN201621131057.6U priority Critical patent/CN206128630U/en
Application granted granted Critical
Publication of CN206128630U publication Critical patent/CN206128630U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a die carrier is with flexible roof beam of adjustable how many fonts, includes more than two style of calligraphy girder steels and two U types company roof beams that a few play the connection effect between the style of calligraphy girder steels, the U type even both ends of roof beam is pegged graft respectively at the U -shaped inslot of a few style of calligraphy girder steels of both sides, a few style of calligraphy girder steels block intrinsic U type short circuit head respectively in the part outside of pegging graft with U type even roof beam, it has outer bolt hole to correspond on the both sides board of U type short circuit head to open, and be corresponding it has interior bolt hole to open on the both sides board of a few style of calligraphy girder steels, a few style of calligraphy girder steels, U type link the roof beam and U type short circuit head passes through the further fastening connection of bolt, the bolt is stood by as an outsider and interior outer bolt hole and the interior bolt hole of passing in proper order, and the tip supports on the lateral wall of U type even roof beam. After flexible roof beam length adjustment targets in place, realize with the bolt that the U type links the roof beam and with a few the adjustable of style of calligraphy girder steel is connected. The utility model discloses the material -saving, durable, maintain and dismantle conveniently, but wide application in the support system of construction die carrier.

Description

A kind of mould bases is with adjustable a few font extensible canopies
Technical field
This utility model is related to building template technical field of construction, and in particular to a kind of mould bases is flexible with adjustable several fonts Beam.
Background technology
In order to reduce the consumption of the energy and resource, slow down the destruction to environment, world trends are closelyed follow by the Chinese government, in 2006 The beginning of the year promulgates《Green building assessment standard》, and then issue《Green Construction Guidelines》, actively carry out green building construction. Construction time in whole building life is very short, but its impact to environment is very big, for the consumption of resource and the energy It is also to concentrate very much.So, Green to build, it is necessary to carry out green construction.Green construction is referred in engineering construction, protected On the premise of the basic demands such as card quality, safety, by scientific management and technological progress, economize on resources to greatest extent and reduction Construction activities to environment negative effect, realize energy-conservation, four sections of save land, economize on water, saving material and environmental conservation.In construction In, template, scaffold are widely used as a kind of circulation material that can be recycled and equipment.Therefore, green construction will The basic demand that building template system under asking must is fulfilled for is:1. consumed energy of trying one's best is less;2. do not produce for environment Or generation harm few to the greatest extent;3. in actual product use, can as far as possible realize that the repeatability of more number of times is utilized;4. expectation is worked as When discarded, reasonably harmless treatment, resource recycling can utilize as far as possible;5. at this stage, manufacturer must have can Ensure the reliable recovery system that above-mentioned requirements are realized, or ensure that product is capable of achieving completely innoxious degraded in nature.
《Green Construction Guidelines》In, template, scaffold are highlighted as circulation material and equipment:1. should select Durable, maintenance and the circulation material and equipment of convenient disassembly;2. it is preferential from the professional contingent for making, installing, remove integration Carry out form work engineering construction;3. template should promote the use of sizing punching block, steel framework bamboo mould, bamboo glue to save natural resourcess as principle Plate;4. the scheme of reply form work engineering is optimized before constructing.Multilamellar, skyscraper using the repeatable template system for utilizing, Shuttering supporting preferably adopts tool bracing;5. optimize the external scaffolding scheme of skyscraper, encorbelmented using overall lifting, segmentation Scheme;6. the technology that concrete construction formwork is substituted using external wall insulation is promoted;7. the section of effective technology and management is taken Material measure, improves the number of turnover of template, scaffold etc.;8. to greatly develop Construction Technology of Fair Faced Concrete and new type formwork and The research of Construction Formwork & Scaffold Technology and application.Subject matter present in existing template construction is that template size is fixed, and causes it to be suitable for Property it is little, the two size adjustable formwork structures for occurring in the recent period are complicated, and cost of manufacture is high, and site operation technical requirements are high, therefore, at present The Novel framework that need a kind of low cost, simple structure badly, flexibly can as needed adjust meets green with adjustable a few font extensible canopies The requirement of color construction.
Utility model content
The purpose of this utility model is to provide a kind of adjustable a few font extensible canopies of mould bases, mainly solves to be stretched in prior art Contracting beam adjustment structure complexity, low intensity, poor universality, timber is caused to waste the low technical problem of the serious number of turnover.
For achieving the above object, this utility model is adopted the following technical scheme that:
A kind of mould bases is with adjustable a few font extensible canopies, it is characterised in that:Including more than two shaped girder steels and more than two fonts The U-shaped coupling beam of interconnection function is played between girder steel;The two ends of the U-shaped coupling beam are plugged on respectively the U-lag of a few shaped girder steels in both sides Interior, several shaped girder steels are fixing respectively U-shaped short circuit head with the portion outboard of U-shaped coupling beam grafting, the U-shaped short circuit head Correspondence is provided with outer bolt hole on biside plate, and on the biside plate of corresponding several shaped girder steels Inner bolt holes are provided with;A few words Section steel beam, U-shaped coupling beam and U-shaped short circuit head are further fastenedly connected by bolt;The bolt from outer to inner sequentially passes through outer spiral shell Keyhole and Inner bolt holes, end is against on the lateral wall of U-shaped coupling beam.
Used as optimal technical scheme of the present utility model, the outboard end of several shaped girder steels is provided with several shaped girder steels and connects Head, a few shaped girder steel joints are made up of termination riser with the U-shaped short circuit head for being welded on termination riser side, described U-shaped short Joint is fixed on the outside of the end of several shaped girder steels, and blending bolt is connected with several shaped girder steels.
It is further preferred that the Inner bolt holes are a series of circular holes being intervally arranged or strip hole, the pitch-row in every group of hole It is adapted with the pitch-row in outer bolt hole.
It is further preferred that convexing to form fixing bar, the fixing respectively in biside plate in the groove of a few shaped girder steels Bar is inversed l-shaped, and the groove for fixing U-shaped coupling beam side plate is formed with the side plate of several shaped girder steels.
It is further preferred that the outer bolt hole on the U-shaped short circuit cephalic pleurite has upper and lower two, every group of Inner bolt holes of correspondence Also there are upper and lower two.
It is furthermore preferred that the groove width of a few shaped girder steels is adapted with the outside deck-siding of U-shaped coupling beam;A few shaped girder steels The groove width of outer beams degree and U-shaped short circuit head be adapted.
Compared with prior art, this utility model has the advantages that:
1st, extensible canopy simple structure, component is drawn materials conveniently, detachably, is mounted and dismounted rapidly and efficiently, lightweight, intensity Height, can reuse;Low cost;
2nd, size is flexibly adjustable, is suitable for various different size mould bases requirements, saves a large amount of timber, and reach accessory can week Turning property, reduces construction cost, improves efficiency of construction, and practical, motility is high.
To sum up, this utility model section material, durable, maintenance and convenient disassembly, can be widely applied to propping up for construction mould bases Support body system.
Description of the drawings
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will Become more apparent upon and be easier to understand, these accompanying drawings are simply schematic, are not intended to limit this utility model, wherein:
Fig. 1 is the structural representation of the adjustable a few font extensible canopies of the mould bases that is related to of this utility model;
Fig. 2 is the A-A generalized sections of Fig. 1;
Fig. 3 is the structural representation of several shaped girder steels 1 in Fig. 1;
Fig. 4 is the structural representation of the U-shaped coupling beam 2 in Fig. 1;
Fig. 5 is the structural representation of the U-shaped short circuit head 3 in Fig. 1;
Fig. 6 is the structural representation of a few shaped girder steel joints in Fig. 1.
Reference:A few shaped girder steels of 1-, 2-U type coupling beams, 3-U type short circuit heads, 4- terminations riser, 5- bolts, 6- are fixed Bar, 7- Inner bolt holes, 8- outer bolts hole.
Specific embodiment
Hereinafter, embodiment of the mould bases of the present utility model with adjustable a few font extensible canopies is described with reference to the accompanying drawings.
The embodiment that here is recorded is specific specific embodiment of the present utility model, of the present utility model for illustrating Design, is explanatory and exemplary, should not be construed as the limit to this utility model embodiment and this utility model scope System.Except the enforcement exception that here is recorded, those skilled in the art can also be public based on the application claims and description institute The content opened includes doing using the embodiment recorded to here using obvious other technical schemes, these technical schemes Go out the technical scheme of any obvious substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated each several part Shape and its mutual relation.Note that for the ease of clearly showing the structure of each part of this utility model embodiment, respectively Not according to the drafting of identical ratio between accompanying drawing.Identical reference marker is used to represent identical part.
As depicted in figs. 1 and 2, this utility model is related to a kind of mould bases with adjustable a few font extensible canopies, it is characterised in that:Bag Include the U-shaped coupling beam 2 that interconnection function is played between more than two shaped girder steels 1 and more than two shaped girder steels;Such as Fig. 3 and Fig. 4, U-shaped coupling beam 2 Two ends be plugged on respectively in the U-lag of a few shaped girder steels 1 in both sides, several shaped girder steels 1 with the part of the grafting of U-shaped coupling beam 2 outside Side has fixed respectively U-shaped short circuit head 3, such as Fig. 5, and correspondence is provided with outer bolt hole 8 on the biside plate of U-shaped short circuit head 3, corresponding several words Inner bolt holes 7 are provided with the biside plate of section steel beam 1;Inner bolt holes 7 are a series of circular holes being intervally arranged or strip hole, every group of hole The pitch-row in pitch-row and outer bolt hole 8 be adapted.Several shaped girder steels 1, U-shaped coupling beam 2 and U-shaped short circuit head 3 are further by bolt 5 It is fastenedly connected;Bolt 5 from outer to inner sequentially passes through outer bolt hole 8 and Inner bolt holes 7, and end is against the lateral wall of U-shaped coupling beam 2 On.Such as Fig. 5, the outer bolt hole 8 in the present embodiment on the side plate of U-shaped short circuit head 3 has upper and lower two, every group of Inner bolt holes 7 of correspondence There are upper and lower two.Such as Fig. 2, the groove width of several shaped girder steels 1 is adapted with the outside deck-siding of U-shaped coupling beam 2;Outside several shaped girder steels 1 Curb girder degree is adapted with the groove width of U-shaped short circuit head 3.
Preferably, such as Fig. 2, the present embodiment convexes to form respectively card in the groove of several shaped girder steels 1 in biside plate Gu bar 6, fixing bar 6 is inversed l-shaped, the groove for fixing U-shaped coupling beam side plate is formed with the side plate of several shaped girder steels.
Further, such as Fig. 6, the outboard end in embodiment in several shaped girder steels 1 is provided with a few shaped girder steel joints, several words Shaped steel beam splice is made up of termination riser 4 with the U-shaped short circuit head 3 for being welded on the side of termination riser 4, and U-shaped short circuit head 3 is fixed several The end outside of shaped girder steel, blending bolt 5 is connected with several shaped girder steels 1.
When this utility model adjustable die system is used, several shaped girder steels of full-length are generally used, locally run into spy When different size, completed entirely to prop up mold process with adjustable several shaped girder steels, substantially increase efficiency of construction, reduce nonstandard wave Take, so as to reach section material purpose.Local nonstandard size can adjust the length of support with extensible canopy, and to reach timber is saved Purpose, while improve efficiency of construction.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit this utility model Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model Within the scope of shield.

Claims (6)

1. a kind of mould bases is with adjustable a few font extensible canopies, it is characterised in that:Including more than two shaped girder steels(1)With more than two fonts The U-shaped coupling beam of interconnection function is played between girder steel(2);The U-shaped coupling beam(2)Two ends be plugged on a few shaped girder steels in both sides respectively (1)U-lag in, several shaped girder steels(1)With U-shaped coupling beam(2)The portion outboard of grafting has fixed respectively U-shaped short circuit head (3), the U-shaped short circuit head(3)Biside plate on correspondence be provided with outer bolt hole(8), corresponding several shaped girder steels(1)Two Inner bolt holes are provided with side plate(7);A few shaped girder steels(1), U-shaped coupling beam(2)With U-shaped short circuit head(3)By bolt(5)Enter One step is fastenedly connected;The bolt(5)From outer to inner sequentially pass through outer bolt hole(8)And Inner bolt holes(7), end is against U-shaped Coupling beam(2)Lateral wall on.
2. a kind of mould bases according to claim 1 is with adjustable a few font extensible canopies, it is characterised in that:A few shaped girder steels (1)Outboard end be provided with a few shaped girder steel joints, a few shaped girder steel joints are by termination riser(4)Stand with termination is welded on Plate(4)The U-shaped short circuit head of side(3)Composition, the U-shaped short circuit head(3)Fix on the outside of the end of several shaped girder steels, and use spiral shell Bolt(5)With several shaped girder steels(1)Connection.
3. a kind of mould bases according to claim 1 is with adjustable a few font extensible canopies, it is characterised in that:The Inner bolt holes (7)It is a series of circular holes in groups being intervally arranged or strip hole, pitch-row and the outer bolt hole in every group of hole(8)Pitch-row be adapted.
4. a kind of mould bases according to claim 1 is with adjustable a few font extensible canopies, it is characterised in that:A few shaped girder steels (1)Groove in, convex to form fixing bar respectively in biside plate(6), the fixing bar(6)For inversed l-shaped, with several shaped girder steels Side plate forms the groove for fixing U-shaped coupling beam side plate.
5. a kind of mould bases according to claim 1 is with adjustable a few font extensible canopies, it is characterised in that:The U-shaped short circuit head (3)Outer bolt hole on side plate(8)There are upper and lower two, every group of Inner bolt holes of correspondence(7)Also there are upper and lower two.
6. a kind of mould bases according to Claims 1 to 5 any one is with adjustable a few font extensible canopies, it is characterised in that:Institute State several shaped girder steels(1)Groove width and U-shaped coupling beam(2)Outside deck-siding be adapted;A few shaped girder steels(1)Outer beams degree With U-shaped short circuit head(3)Groove width be adapted.
CN201621131057.6U 2016-10-18 2016-10-18 Die carrier is with flexible roof beam of adjustable how many fonts Expired - Fee Related CN206128630U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621131057.6U CN206128630U (en) 2016-10-18 2016-10-18 Die carrier is with flexible roof beam of adjustable how many fonts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621131057.6U CN206128630U (en) 2016-10-18 2016-10-18 Die carrier is with flexible roof beam of adjustable how many fonts

Publications (1)

Publication Number Publication Date
CN206128630U true CN206128630U (en) 2017-04-26

Family

ID=58573875

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621131057.6U Expired - Fee Related CN206128630U (en) 2016-10-18 2016-10-18 Die carrier is with flexible roof beam of adjustable how many fonts

Country Status (1)

Country Link
CN (1) CN206128630U (en)

Similar Documents

Publication Publication Date Title
CN111441582B (en) Template for building convenient to swift installation
CN204960296U (en) Adjustable shaped steel stencil assembly
CN105275203B (en) Extensible canopy and the adjustable die system and the construction method of the mould bases using its making
CN204850426U (en) Building templates is stupefied with back of body
CN206128630U (en) Die carrier is with flexible roof beam of adjustable how many fonts
CN102322138A (en) The modular sliding formwork
CN204040458U (en) A kind of aluminum template system aluminium extruded sections
CN205976596U (en) Assembly type building supporting frame
CN112962954A (en) Concrete structure construction inflatable formwork and construction method thereof
CN211735104U (en) Prefabricated rain-proof sunshade shed frame of festival section case roof beam
CN204199509U (en) Thin-walled square chest float Structure
CN110206144B (en) Construction method of steel reinforced column beam column joint
CN206110650U (en) Assembled aluminum alloy compound template
CN205224579U (en) Steel framework template and self -supporting truss board combination concrete quick detach system
CN205348759U (en) Shear wall template system for construction
CN204826653U (en) Stupefied fixing clip of vertical back of body of aluminum mould board
CN110439260A (en) The tall and big formwork system of aluminum alloy mould plate and its installation method
CN214532311U (en) Novel can assemble fender device
CN214214180U (en) Prefabricated box girder integral drawing type core mold
CN209760790U (en) novel combined template
CN106285023A (en) A kind of telescopic construction guardrail
CN214034741U (en) Aluminum alloy roof template
CN214462574U (en) Step type low-plasticity concrete formwork capable of being assembled and disassembled quickly
CN216372636U (en) Saddle plate curved surface vibration forming device
CN206768850U (en) A kind of typified form of crude oil storage tank ring foundation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170426

Termination date: 20201018