CN106869511B - Floor plates are adjacent to installation method - Google Patents
Floor plates are adjacent to installation method Download PDFInfo
- Publication number
- CN106869511B CN106869511B CN201710079614.7A CN201710079614A CN106869511B CN 106869511 B CN106869511 B CN 106869511B CN 201710079614 A CN201710079614 A CN 201710079614A CN 106869511 B CN106869511 B CN 106869511B
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- Prior art keywords
- floor plates
- upright bar
- adjacent
- cross bar
- bar
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
Abstract
The present invention relates to a kind of floor plates to be adjacent to installation method, a component is provided in floor plates and platform girder steel lap-joint, component includes the cross bar being located above floor plates and the upright bar for being distributed and fixing along cross bar, by the bottom end for being located at the upright bar of cross bar one end it is vertical be fixed on platform girder steel top surface, the bottom end of remaining upright bar successively vertical top surface recess for withstanding on floor plates, then all weldering nails are successively fixed, component is finally removed.This method is not necessarily to adjustment member position, facilitates high altitude operation operation, is high-efficient, reusable.
Description
Technical field
The invention belongs to installation technology of steel structure field, and in particular to a kind of floor plates are adjacent to installation method.
Background technique
Steel construction compared with traditional reinforced concrete structure, have that homogeneous, high-strength, speed of application is fast, shock resistance is good and
The advantages that rate of recovery is high, therefore application is more and more extensive.In steel building, floor plates are generally used to as factory building roof
Roof boarding or the floor support plate of floor usually first floor plates and platform girder steel are overlapped, then led to when installing floor plates
It is fixed (the top surface recess that weldering nail is located at floor plates) to cross weldering nail, but since multi-party factor floor plates and platform girder steel are in lap-joint
It is constantly present the case where not being adjacent to, therefore is beaten after weldering nail with welding gun and will appear arching phenomenon, influences structure precision and use
Service life.Patent CN201620005767.8 is provided a kind of " floor plates back-pressure auxiliary device ", the device be based on lever principle with
Weldering tack welding picks to arrange in pairs or groups and use, and is quickly followed closely next piece of weldering to be welded using the reaction force for having welded nail in a upper floor plates
Floor plates compress, weldering tack welding pick can start to weld at the block floor plates weldering nail, the arrangement achieves be adjacent to installation, but
There is a problem that 1) device needs successively to move with the processing sequence of weldering nail, it is mobile every time to require adjustment dress
The position set, is unfavorable for high altitude operation；2) device can only guarantee that the floor plates of next piece of weldering nail to be welded compress, cannot be simultaneously
Guarantee that all floor plates compress, require the position of adjustment device before processing every time, continual cannot follow closely all welderings
It successively processes, efficiency is lower.
Summary of the invention
Be adjacent to installation method the object of the present invention is to provide a kind of floor plates, this method without adjustment member position, conveniently
High altitude operation operates, is high-efficient, reusable.
The technical scheme adopted by the invention is that:
A kind of floor plates are adjacent to installation method, provide a component in floor plates and platform girder steel lap-joint, component includes
It cross bar above floor plates and is distributed along cross bar and fixed upright bar, the bottom end for the upright bar that will be located at cross bar one end will be vertical
Be fixed on platform girder steel top surface, the bottom end of remaining upright bar successively vertical top surface recess for withstanding on floor plates, then according to
Secondary all weldering nails of fixation, finally remove component.
Further, cross bar and the upright bar being fixed on platform girder steel are one whole L-type steel muscle, remaining upright bar is to be fixed on
Straight reinforcing bar on L-type steel muscle.
Further, when some top surface recess of floor plates is not adjacent to, weight is hung on cross bar above.
The beneficial effects of the present invention are:
1. after installing component, all floor plates are held out against, all weldering nails can be successively fixed, in fixed weldering nail
When, the vibration of generation can generate active force to component, and since the upright bar of component one end is fixed, remaining upright bar can be recessed to top surface
Place generates screen resilience, guarantees to be adjacent to, reduces arching phenomenon, improves installation quality；This method is not necessarily to adjustment member position, side
Just high altitude operation operates, is high-efficient；After installing floor plates, the fixed point of component need to only be destroyed, i.e., it is reusable.
2. simple, light-weight using reinforcement fabrication, with certain resilience performance, cross bar and it is fixed on platform girder steel
Upright bar uses one whole L-type steel muscle, no-welding-spot, not easy to fatigue impaired when providing screen resilience for remaining upright bar.
It can make upright bar is micro to move down the pressing force for increasing upright bar 3. increasing weight, there is floor plates more with platform girder steel
Effect is adjacent to.
Detailed description of the invention
Fig. 1 is the operation schematic diagram of the embodiment of the present invention.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is the schematic diagram of component and weight in the embodiment of the present invention.
In figure: 1- platform girder steel；2- component；3- floor plates；4- weldering nail；5- cross bar；6- upright bar.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawings and examples.
As shown in Figure 1, a kind of floor plates are adjacent to installation method, a structure is provided in floor plates 3 and 1 lap-joint of platform girder steel
Part 2, component 2 include that will be located at cross bar 5 one positioned at the cross bar 5 of 3 top of floor plates and along the distribution of cross bar 5 and fixed upright bar 6
The bottom end of the upright bar 6 at end it is vertical be fixed on 1 top surface of platform girder steel, the bottom end of remaining upright bar 6 is successively vertical withstands on building
Then the top surface recess of laminate 3 successively fixes all weldering nails 4, finally removes component 2.
In the present invention, after installing component 2, all floor plates 3 are held out against, and can successively fix all weldering nails 4,
At fixed weldering nail 4, the vibration of generation can generate active force to component 2, and since the upright bar 6 of 2 one end of component is fixed, remaining
Upright bar 6 can generate screen resilience to top surface recess, guarantee to be adjacent to, reduce arching phenomenon, improve installation quality；This method is not necessarily to
2 position of adjustment member facilitates high altitude operation operation, is high-efficient；After installing floor plates 3, the fixation of component 2 need to only be pointed out
It is bad, i.e., it is reusable.
In the present embodiment, cross bar 5 and the upright bar 6 being fixed on platform girder steel 1 are one whole L-type steel muscle, remaining upright bar 6
To be fixed on the straight reinforcing bar on L-type steel muscle.It is simple using reinforcement fabrication, light-weight, with certain resilience performance, 5 He of cross bar
The upright bar 6 being fixed on platform girder steel 1 uses one whole L-type steel muscle, no-welding-spot, not when providing screen resilience for remaining upright bar 6
Fatiguability is impaired.
As shown in Figure 1, in the present embodiment, when some top surface recess of floor plates 3 is not adjacent to, cross bar 5 above
Upper suspension weight (for example, being corresponding with 1. to 7. locating, when not 1. being adjacent to, i.e., hangs weight on cross bar 5).Increasing weight can make
Upright bar 6 is micro to move down the pressing force for increasing upright bar 6, is adjacent to floor plates 3 more effectively with platform girder steel 1.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (3)
1. a kind of floor plates are adjacent to installation method, it is characterised in that: a component is provided in floor plates and platform girder steel lap-joint,
Component includes the cross bar being located above floor plates and the upright bar for being distributed and fixing along cross bar, will be located at the upright bar of cross bar one end
Bottom end it is vertical be fixed on platform girder steel top surface, successively the vertical top surface for withstanding on floor plates is recessed for the bottom end of remaining upright bar
Then place successively fixes all weldering nails, finally removes component.
2. floor plates as described in claim 1 are adjacent to installation method, it is characterised in that: cross bar and be fixed on platform girder steel
Upright bar is one whole L-type steel muscle, remaining upright bar is the straight reinforcing bar being fixed on L-type steel muscle.
3. floor plates as claimed in claim 1 or 2 are adjacent to installation method, it is characterised in that: when some top surface of floor plates is recessed
When place is not adjacent to, weight is hung on cross bar above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710079614.7A CN106869511B (en) | 2017-02-14 | 2017-02-14 | Floor plates are adjacent to installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710079614.7A CN106869511B (en) | 2017-02-14 | 2017-02-14 | Floor plates are adjacent to installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106869511A CN106869511A (en) | 2017-06-20 |
| CN106869511B true CN106869511B (en) | 2019-03-05 |
Family
ID=59167160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710079614.7A Active CN106869511B (en) | 2017-02-14 | 2017-02-14 | Floor plates are adjacent to installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869511B (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29901218U1 (en) * | 1999-01-25 | 2000-09-07 | Wieland Engineering Ag Maienfe | Fastening structure of metal sheets on wood |
| JP2004036185A (en) * | 2002-07-02 | 2004-02-05 | Renesas Technology Corp | Mounting reference-point display for apparatus or the like, and mounting method |
| CN201972319U (en) * | 2011-02-28 | 2011-09-14 | 厦门市国安特机械工程有限公司 | Connecting device for profiled steel plate and purline |
| CN102296831B (en) * | 2011-07-01 | 2013-06-26 | 中建钢构有限公司 | Compactor for jointing surfaces of channeled steel plate and steel girder |
| CN204876374U (en) * | 2015-08-07 | 2015-12-16 | 安徽澳雅合金有限公司 | Aluminum alloy layering |
| CN205254430U (en) * | 2016-01-05 | 2016-05-25 | 武汉一冶钢结构有限责任公司 | Building carrier plate back pressure auxiliary device |
-
2017
- 2017-02-14 CN CN201710079614.7A patent/CN106869511B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106869511A (en) | 2017-06-20 |
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