CN106869511A - Floor plates are adjacent to installation method - Google Patents
Floor plates are adjacent to installation method Download PDFInfo
- Publication number
- CN106869511A CN106869511A CN201710079614.7A CN201710079614A CN106869511A CN 106869511 A CN106869511 A CN 106869511A CN 201710079614 A CN201710079614 A CN 201710079614A CN 106869511 A CN106869511 A CN 106869511A
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- China
- Prior art keywords
- floor plates
- vertical rod
- cross bar
- adjacent
- fixed
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Classifications
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Installation method is adjacent to the present invention relates to a kind of floor plates, a component is provided in floor plates and platform girder steel lap-joint, component includes being located at the cross bar above floor plates and is distributed along cross bar and fixed vertical rod, the bottom of the vertical rod that will be located at cross bar one end it is vertical be fixed on platform girder steel top surface, the top surface recess for withstanding on floor plates that the bottom of remaining vertical rod is vertical successively, then all weldering nails are fixed successively, finally remove component.The method without adjustment member position, facilitate work high above the ground operation, efficiency high, 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 technology
Steel construction compared with traditional reinforced concrete structure, possess that homogeneous, high-strength, speed of application is fast, shock resistance is good and
The advantages of 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 floor floor support plate, when floor plates are installed, usually first floor plates and platform girder steel are overlapped, Ran Houtong
Cross weldering nail fixed (top surface recess of the weldering nail positioned at floor plates), but because multi-party factor floor plates and platform girder steel are in lap-joint
It is constantly present situation about not being adjacent to, therefore is beaten with welding gun arching phenomenon occurs after weldering nail, influence structure precision and uses
Life-span.Patent CN201620005767.8 is provided a kind of " floor plates back-pressure servicing unit ", the device be based on lever principle with
The weldering tack welding collocation that picks is used, and follows closely next piece of weldering to be welded using the reaction force that nail has been welded in a upper floor plates is quick
Floor plates compress, the weldering that can start to weld at the block floor plates that picks of weldering tack welding is followed closely, the arrangement achieves being adjacent to installation, but
It is the presence of problems with：1) device needs to be moved successively with the processing sequence of weldering nail, and movement every time is required for adjustment to fill
The position put, is unfavorable for work high above the ground；2) device can only ensure that the floor plates of next piece of weldering nail to be welded are compressed, it is impossible to while
Ensure that all of floor plates are compressed, be required for the position of adjusting apparatus before processing every time, it is impossible to be continual to follow closely all welderings
Process successively, it is less efficient.
The content of the invention
Installation method is adjacent to it is an object of the invention to provide a kind of floor plates, the method is without adjustment member position, convenience
It is work high above the ground operation, efficiency high, reusable.
The technical solution adopted in the present invention is：
A kind of floor plates are adjacent to installation method, and a component is provided in floor plates and platform girder steel lap-joint, and component includes
Cross bar above floor plates and it is distributed along cross bar and fixed vertical rod, the bottom for being located at the vertical rod of cross bar one end is vertical
Be fixed on platform girder steel top surface, the top surface recess for withstanding on floor plates that the bottom of remaining vertical rod is vertical successively, Ran Houyi
The secondary all weldering nails of fixation, finally remove component.
Further, cross bar and the vertical rod being fixed on platform girder steel is one whole L-type steel muscle, and remaining vertical rod is to be fixed on
Straight reinforcing bar on L-type steel muscle.
Further, when certain top surface recess of floor plates is not adjacent to, weight is hung on cross bar up.
The beneficial effects of the invention are as follows：
1. after installing component, all of floor plates are to be held out against, and can successively fix all weldering nails, in fixed weldering nail
When, the vibration of generation can act power to component, and because the vertical rod of component one end is fixed, remaining vertical rod can be recessed to top surface
Place produces screen resilience, it is ensured that is adjacent to, reduces arching phenomenon, improves installation quality；The method is without adjustment member position, side
Just work high above the ground operation, efficiency high；After installing floor plates, the fixing point of component need to only be destroyed, you can reuse.
2. using reinforcement fabrication it is simple, lightweight, with certain rebound performance, cross bar and be fixed on platform girder steel
Vertical rod uses one whole L-type steel muscle, no-welding-spot, for remaining vertical rod provides screen resilience when indefatigability it is impaired.
3. increasing weight can make the micro thrust for moving down increase vertical rod of vertical rod, floor plates is more had with platform girder steel
Effect is adjacent to.
Brief description of the drawings
Fig. 1 is the operating 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 steels；2- components；3- floor plates；4- weldering nails；5- cross bars；6- vertical rods.
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 the lap-joint of platform girder steel 1
Part 2, component 2 includes the vertical rod 6 for being located at the cross bar 5 of the top of floor plates 3 and being distributed along cross bar 5 and fixed, will be positioned at cross bar 5 one
The bottom of the vertical rod 6 at end it is vertical be fixed on the top surface of platform girder steel 1, the bottom of remaining vertical rod 6 is vertical successively withstands on building
The top surface recess of laminate 3, then fixes all weldering nails 4 successively, finally removes component 2.
In the present invention, after installing component 2, all of 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 act power to component 2, and because the vertical rod 6 of the one end of component 2 is fixed, remaining
Vertical rod 6 can produce screen resilience to top surface recess, it is ensured that be adjacent to, reduce arching phenomenon, improve installation quality；The method need not
The position of adjustment member 2, facilitate work high above the ground operation, efficiency high；After installing floor plates 3, the fixation of component 2 need to only be pointed out
It is bad, you can to reuse.
In the present embodiment, cross bar 5 and the vertical rod 6 being fixed on platform girder steel 1 are one whole L-type steel muscle, remaining vertical rod 6
To be fixed on the straight reinforcing bar on L-type steel muscle.Using reinforcement fabrication it is simple, lightweight, with certain rebound performance, the He of cross bar 5
The vertical rod 6 being fixed on platform girder steel 1 uses one whole L-type steel muscle, no-welding-spot, when for remaining vertical rod 6 offer screen resilience not
Fatiguability is damaged.
As shown in figure 1, in the present embodiment, when recess is not adjacent at certain top surface of floor plates 3, cross bar up
Weight (for example, to that should have 1. to 7. locating, when not 1. being adjacent to, i.e., hanging weight on cross bar 5) is hung on 5.Increasing weight can
Make the micro thrust for moving down increase vertical rod 6 of vertical rod 6, floor plates 3 is more effectively adjacent to platform girder steel 1.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
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 being located at the cross bar above floor plates and is distributed along cross bar and fixed vertical rod, will be located at the vertical rod of cross bar one end
Bottom it is vertical be fixed on platform girder steel top surface, the top surface for withstanding on floor plates that the bottom of remaining vertical rod is vertical successively it is recessed
Place, then fixes all weldering nails successively, finally removes component.
2. floor plates as claimed in claim 1 are adjacent to installation method, it is characterised in that：Cross bar and it is fixed on platform girder steel
Vertical rod is one whole L-type steel muscle, and remaining vertical rod 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 certain top surface of floor plates is recessed
When place is not adjacent to, weight is hung on cross bar up.
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 true CN106869511A (en) | 2017-06-20 |
| CN106869511B 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) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10003188A1 (en) * | 1999-01-25 | 2000-07-27 | Wieland Engineering Ag Maienfe | Corrugated sheet roofing securement comprizes inner bottom and outer top layers of timber elements joined so upper elements can move under thermal load relative bottom element line. |
| 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 |
| CN102296831A (en) * | 2011-07-01 | 2011-12-28 | 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
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10003188A1 (en) * | 1999-01-25 | 2000-07-27 | Wieland Engineering Ag Maienfe | Corrugated sheet roofing securement comprizes inner bottom and outer top layers of timber elements joined so upper elements can move under thermal load relative bottom element line. |
| 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 |
| CN102296831A (en) * | 2011-07-01 | 2011-12-28 | 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106869511B (en) | 2019-03-05 |
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