CN101694126A - Mechanism for attaching building integral elevating scaffold to steel beam - Google Patents
Mechanism for attaching building integral elevating scaffold to steel beam Download PDFInfo
- Publication number
- CN101694126A CN101694126A CN200910057919A CN200910057919A CN101694126A CN 101694126 A CN101694126 A CN 101694126A CN 200910057919 A CN200910057919 A CN 200910057919A CN 200910057919 A CN200910057919 A CN 200910057919A CN 101694126 A CN101694126 A CN 101694126A
- Authority
- CN
- China
- Prior art keywords
- bearing
- steel
- steel plate
- girder steel
- integral elevating
- 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.)
- Granted
Links
Images
Landscapes
- Movable Scaffolding (AREA)
Abstract
The invention relates to a mechanism for attaching a building integral elevating scaffold to a steel beam, comprising a hard tauting bearing, a guiding device bearing, a suspension arm steel beam bearing, an anchor ear and a diagonal drawing bar bearing; wherein the anchor ear comprises an upper steel plate, a lower steel plate and four bolts; the upper steel plate is welded with the suspension arm steel beam bearing; the lower part of the lower steel plate is fixedly connected to the diagonal drawing bar bearing; two sides of the suspension arm steel beam bearing are respectively welded with the hard tauting bearing and the guiding device bearing; the upper steel plate and the lower plate are connected with each other through the four bolts distributed on four corners and nuts. The invention solves the problem that a traditional integral elevating scaffold can not attach to a steel structure and ensures a wider application range of the integral elevating scaffold. The mechanism comprises components, such as a steel beam anchor ear, a diagonal drawing bar joint point, a load-bearing and falling-resistance steel beam bearing, the hard tauting bearing, a lifting guiding bearing, and the like, is convenient to disassemble and assemble and is reusable.
Description
Technical field
The present invention relates to a kind of building integral elevating scaffold, especially relate to a kind of integral lifting scaffold that steel work adheres to that has.
Background technology
Use maximum electronic integral elevating pin hands (DMCL) all to be used for concrete structure construction at present, its structure and the design of adhering to node all are that the characteristics according to concrete structure design, the steel work housing is not had applicability, show that mainly adhering to node can't carry out drawknot on steel work.
For the pure steel structure housing, because its periphery need not install template, the general operation pin hand that does not need the periphery, but the housing of certain structures is along side column, Liang Weigang and concrete combining structure (stiffness structure), and the colligation of stiffness post, beam steel, the installation of template all are to need operation pin hand with dismounting.And this class formation mostly is high-rise, superelevation layer, if systems such as the hand of carrying load or luggage that adopts turnover to turn over to take, hanging feet hand, very big risk is not only arranged on safety, the pin hand system of disposable installation, whole lifting on construction speed, also can't satisfy the requirement of high-building construction, so obviously can have better safety, economy and efficiency of construction.Therefore, invention is a kind of can be used for the integral lifting scaffold that steel work adheres to and adheres to the active demand that node becomes a lot of engineerings.
Summary of the invention
The present invention will solve the inapplicable technical problem of traditional integral elevating pin hand to the steel work housing, and a kind of mechanism that building integral elevating scaffold adheres on girder steel that is used for is provided.
Technical scheme of the present invention is:
A kind ofly be used for the mechanism that building integral elevating scaffold adheres on girder steel, comprise hard draw knot bearing, guiding device bearing, arm girder steel bearing, anchor ear, diagonal member bearing; Anchor ear is made up of upper and lower two block plates and four bolts, be welded with arm girder steel bearing above the upper steel plate, fixedly connected diagonal member bearing below the lower steel plate, arm girder steel bearing both sides are welded with hard draw knot bearing and guiding device bearing respectively, are connected by four bolts and the nut that is distributed on four jiaos between upper steel plate and the lower steel plate.
Arm girder steel bearing rear portion is provided with stiffener, is provided with bolt hole above, is used for fixing girder steel; The guiding device bearing is a channel-section steel, has bolt hole on the channel-section steel; Diagonal member bearing 5 is made up of four annular otic placodes, is connected by bolt between this otic placode and the steel plate.
The invention has the beneficial effects as follows:
The invention solves the problem that traditional integral lifting scaffold can't adhere on steel work, make integral lifting scaffold that range of application widely arranged.This mechanism is drawn parts such as node, load-bearing and anti-fall girder steel bearing, hard draw knot bearing, lifting guide type shoe to form by girder steel anchor ear, diagonal member.This mechanism easy accessibility, reusable.
The invention solves the inapplicable problem of traditional integral lifting false work, expanded the scope of application of integral lifting scaffold greatly the steel work housing.Characteristics such as that the present invention has is safe, speed of application is fast, cost is low have excellent adaptability to the steel work frame structure, and the excellent popularization using value is arranged.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the left sectional view of Fig. 1;
Fig. 3 is a user mode stereogram of the present invention.
The specific embodiment
Below in conjunction with specific embodiment, further set forth embodiments of the present invention.Should be understood that these embodiment only to be used to the present invention is described and be not used in and limit the scope of the invention.Should be understood that in addition those skilled in the art can make various changes or modifications the present invention after the content of having read the present invention's instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
As Fig. 1, shown in 2, of the present inventionly be used for the mechanism that building integral elevating scaffold adheres on girder steel, comprise hard draw knot bearing 1, guiding device bearing 2, arm girder steel bearing 3, anchor ear 4, diagonal member bearing 5 etc.
(1) anchor ear 4: adopt the form of anchor ear to be connected between node and the girder steel 7, anchor ear 4 is by two block plates 9 up and down, 6 and four bolts and nut 10 are formed, the installation of anchor ear 4 was carried out before concreting, in order to reuse, above upper steel plate 9 be mounted to equal with the concrete plate surface of this place's floor 8, cushioning cushion block between girder steel 7 upper surfaces and the upper and lower steel plate 9,6 during installation.
(2) adhering to of arm: the Support Position of arm, the permanent position of guiding device, the hard draw knot position of stopping behind the layer all are installed on the top upper steel plate 9 of anchor ear 4.The upper steel plate upper design is an arm girder steel bearing 3, and as the strong point of arm, arm girder steel bearing 3 rear portions are provided with stiffener, considers as stressed design, is provided with bolt hole above, is used for fixing girder steel.
(3) guiding and the adhering to of anti-overturning devices: in arm girder steel bearing 3 both sides, be respectively guiding device bearing 2 and stop layer after hard draw knot bearing 1.Because guide type shoe is stressed little, guiding device bearing 2 is a channel-section steel, and bolt hole is arranged on the channel-section steel, is used for fixing guiding device.What the hard draw knot bearing 1 when stopping layer adopted is scaffold tubes and fastener drawknot, and therefore stopping a layer hard draw knot bearing is a scaffold tubes, conveniently stops layer installation and removal of hard draw knot.
(4) adhering to of diagonal member: the node location that draws of diagonal member bearing 5 is arranged on the following lower steel plate 6 of anchor ear 4, form by four annular otic placodes, adopt bolt to be connected between this otic placode and the lower steel plate, can freely dismantle, integral-scaffold promote and the equal drawknot of diagonal member when stopping layer on this node.
The present invention is applicable to the integral lifting scaffold that building operations is used, and is particularly useful for electronic integral lifting scaffold.(shown in Figure 3).
Claims (4)
1. one kind is used for the mechanism that building integral elevating scaffold adheres on girder steel, comprise hard draw knot bearing (1), guiding device bearing (2), arm girder steel bearing (3), anchor ear (4), diagonal member bearing (5), it is characterized in that: described anchor ear (4) is by last, following two block plates (9,6) form with four bolts and nut (10), be welded with arm girder steel bearing (3) above the upper steel plate (9), fixedly connected diagonal member bearing (5) below the lower steel plate (6), arm girder steel bearing (3) both sides are welded with hard draw knot bearing (1) and guiding device bearing (2) respectively, are connected by four bolts and the nut (10) that is distributed on four jiaos between upper steel plate (9) and the lower steel plate (6).
2. according to claim 1ly be used for the mechanism that building integral elevating scaffold adheres on girder steel, it is characterized in that: described arm girder steel bearing (3) rear portion is provided with stiffener, is provided with bolt hole above, is used for fixing girder steel.
3. according to claim 1ly be used for the mechanism that building integral elevating scaffold adheres on girder steel, it is characterized in that: described guiding device bearing (2) is a channel-section steel, has bolt hole on the channel-section steel.
4. according to claim 1ly be used for the mechanism that building integral elevating scaffold adheres on girder steel, it is characterized in that: described diagonal member bearing (5) is made up of four annular otic placodes, is connected by bolt between this otic placode and the lower steel plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100579193A CN101694126B (en) | 2009-09-18 | 2009-09-18 | Mechanism for attaching building integral elevating scaffold to steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100579193A CN101694126B (en) | 2009-09-18 | 2009-09-18 | Mechanism for attaching building integral elevating scaffold to steel beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101694126A true CN101694126A (en) | 2010-04-14 |
| CN101694126B CN101694126B (en) | 2011-04-20 |
Family
ID=42093119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100579193A Active CN101694126B (en) | 2009-09-18 | 2009-09-18 | Mechanism for attaching building integral elevating scaffold to steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101694126B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444278A (en) * | 2011-10-21 | 2012-05-09 | 中铁十七局集团第四工程有限公司 | Anchor ear with lift carrier roller and method for shifting concrete placement support system by the anchor ear |
| CN103195235A (en) * | 2013-04-03 | 2013-07-10 | 江苏南通六建建设集团有限公司 | Design and calculation for detachable steel plate type steel fixture |
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
| CN115262942A (en) * | 2022-08-25 | 2022-11-01 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude lobby and construction method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ATE195786T1 (en) * | 1997-05-05 | 2000-09-15 | Simon Gmbh & Co Kg Geruest Und | FASTENING DEVICE FOR A SCAFFOLDING TO A WALL OR ATTIC |
| NL1012218C2 (en) * | 1999-02-01 | 2000-08-08 | Bodegraven Bv | Support bracket for scaffolding pipes. |
| CN2578461Y (en) * | 2002-11-07 | 2003-10-08 | 白继东 | Liftable scaffold |
| CN201121408Y (en) * | 2007-10-24 | 2008-09-24 | 陈华鸿 | Externally hanging type exterior wall scaffold |
-
2009
- 2009-09-18 CN CN2009100579193A patent/CN101694126B/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102444278A (en) * | 2011-10-21 | 2012-05-09 | 中铁十七局集团第四工程有限公司 | Anchor ear with lift carrier roller and method for shifting concrete placement support system by the anchor ear |
| CN102444278B (en) * | 2011-10-21 | 2013-07-31 | 中铁十七局集团第四工程有限公司 | Anchor ear with lift carrier roller and method for shifting concrete placement support system by the anchor ear |
| CN103195235A (en) * | 2013-04-03 | 2013-07-10 | 江苏南通六建建设集团有限公司 | Design and calculation for detachable steel plate type steel fixture |
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
| CN115262942A (en) * | 2022-08-25 | 2022-11-01 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude lobby and construction method |
| CN115262942B (en) * | 2022-08-25 | 2023-07-11 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude hall and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101694126B (en) | 2011-04-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101694126B (en) | Mechanism for attaching building integral elevating scaffold to steel beam | |
| CN212671138U (en) | Oblique-pulling type overhanging attached support attached to lifting scaffold | |
| CN202401738U (en) | Operating platform for supporting assembled elevator shaft shear wall framework | |
| CN203451114U (en) | Tower crane attaching device for bridge tower construction | |
| CN207268073U (en) | Novel flexible formwork bearing frame | |
| WO2017020541A1 (en) | Guide rail mechanism fixed on building | |
| CN202809885U (en) | Energy dissipation wall structure | |
| CN203475602U (en) | Inclined strut conversion structure applied to high-rise buildings | |
| CN214834605U (en) | A climb a structure that adheres to for structure disappearance layer | |
| CN205296831U (en) | Supporting type that bears joist that uses of support is buckled to socket joint type dish | |
| CN211923483U (en) | Climb a support and increase device | |
| CN206345617U (en) | Building tower crane attachment device is received in a kind of | |
| CN103046743B (en) | A kind of Super High conversion layer steel reinforced concrete crossbeam suspension type form bracing system and construction method | |
| CN208965581U (en) | A kind of non-console mode tower crane platform | |
| CN203420359U (en) | Rigid connection joint connected through beam columns and capable of bearing overlarge loads in steel structure support system | |
| CN204917759U (en) | High floor tower crane attaches wall structure | |
| CN202466841U (en) | Through type connection node for connecting steel tube column and steel beam partition plate | |
| CN210151938U (en) | Column top supporting device for low-position jacking formwork system | |
| CN212926873U (en) | Nonstandard attached connecting structure of building construction lifter | |
| CN212836642U (en) | Cantilever beam structure | |
| CN210562618U (en) | Joist connecting joint of assembled floor system | |
| CN203271105U (en) | Auxiliary device of building hoist wall attaching frame | |
| CN206529707U (en) | A kind of Hanging Basket for building | |
| CN112942777A (en) | Ultrahigh-layer periphery protection cyclic telescopic detachable cantilever structure and mounting method | |
| CN206267039U (en) | A kind of jack support platform of hollow slab girder jack-up construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Sun Mao Document name: Notification of Patent Invention Entering into Substantive Examination Stage |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANGHAI CONSTRUCTION ENGINEERING NO. 4 CONSTRUCTI Free format text: FORMER NAME: SHANGHAI NO.4 ARCHITECTURE CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 200126 Shanghai city Pudong New Area Yaohua Road No. 251 Patentee after: Shanghai Construction Engineering No.4 Construction Group Co., Ltd. Address before: 200126 Shanghai city Pudong New Area Yaohua Road No. 251 Patentee before: Shanghai City No.4 Building Co., Ltd. |