CN110029842A - Light body stage rapid construction construction - Google Patents
Light body stage rapid construction construction Download PDFInfo
- Publication number
- CN110029842A CN110029842A CN201910200752.5A CN201910200752A CN110029842A CN 110029842 A CN110029842 A CN 110029842A CN 201910200752 A CN201910200752 A CN 201910200752A CN 110029842 A CN110029842 A CN 110029842A
- Authority
- CN
- China
- Prior art keywords
- construction
- gap
- welded
- light body
- core base
- 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.)
- Pending
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/22—Theatres; Concert halls; Studios for broadcasting, cinematography, television or similar purposes
- E04H3/24—Constructional features of stages
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Multimedia (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of light body stage rapid construction constructions, including the following steps: (1) unwrapping wire positions；(2) corner brace is installed；(3) welded framework and adjustment, inspection；(4) lumber core base layer construction；(5) it pastes elastic plate and adjusts gap；(6) gap is welded.Engineering method passes through base's high intensity, high stability, highly-breathable, surface high closeness, drum phenomenon of having got damp caused by capable of being effectively prevented because of climate change, it is ensured that the aesthetics of resiliently-mounted floor；Construction precision is high, low material consumption, and later period maintenance expense is low, and cleaning, environmental protection have in public building and widely utilize space.
Description
Technical field
The present invention relates to a kind of light body stage rapid construction constructions, belong to technical field of building construction.
Background technique
Academic hall is a collection discussion, convention, is active in integrated multifunctional hall, is directed to novel
The construction of steel construction stage, traditional construction technique have the shortcomings that construction period length, complex procedures, and due to the weight of itself
It is larger, considerably increase the load of building.
Summary of the invention
The technical problems to be solved by the present invention are: providing a kind of light body stage rapid construction construction.
In order to solve the above technical problems, the technical solution adopted by the present invention is that:
Light body stage rapid construction construction, including the following steps: (1) unwrapping wire positions；(2) corner brace is installed；(3) welded framework
And adjustment, inspection；(4) lumber core base layer construction；(5) it pastes elastic plate and adjusts gap；(6) gap is welded.
Further, step (1) unwrapping wire positions: according to the datum mark of structure, being set at away from metope 450mm with laser
Set control line.
(3) welded framework and adjustment, inspection: fixed keel, ground punching are fixed with bolt, weld vertical keel, upper layer
Keel spacing is 300 ﹡ 450.
(4) lumber core base layer construction: installation lumber core base is fixed on skeleton with forked tail filament；
(5) paste elastic plate and adjust gap: after resiliently-mounted floor reaches scene, whether there is or not deformations, damage for inspection；Checking of dimensions
And it is pre-splicing errorless, it can paste.
(6) gap is welded: after being installed, checking surface smoothness and to adjust slit width consistent, weld seam is carried out after stablizing
Processing.
Engineering method feature of the invention
The engineering method is constructed compared with traditional construction technique, has that the construction period is short, process is simple, save the cost, and overall effect is prominent
Out the advantages that, and since the weight of itself is smaller, the load of building can be effectively reduced.
The scope of application of the present invention
This engineering method is applicable in the large and medium-sized meeting room of the public building with more requirement such as hospital, school, auditorium etc..
Present invention process principle
The fixation position for determining corner brace and the cutting length of fashioned iron are positioned by unwrapping wire；According to design scheme, stage height is determined,
Reasonable blanking, 30 angle steel of vertical keel, lateral keel are consolidated lumber core base with forked tail filament with after the completion of 40 angle steel, welding
On keel, the direct paving resiliently-mounted floor on lumber core.
The utility model has the advantages that
In terms of quality: when this engineering method skeleton is fixed, the bolt of use squeezes into ground 60mm；It is fully welded between keel shoe, 300 ﹡ of spacing
450, therefore have enough support forces and pulling force, reliable in quality.
Secure context: this engineering method does not need big security capital only with small-sized machine.
Technical aspect: for this engineering method by base's high intensity, high stability, highly-breathable, surface high closeness can be effective
Ground prevents drum phenomenon of having got damp caused by because of climate change, it is ensured that the aesthetics of resiliently-mounted floor.
Economic aspect: this engineering method construction precision is high, and low material consumption, later period maintenance expense is low, cleaning, environmental protection, in public building
In have widely using space.
Specific embodiment
Embodiment 1
Light body stage rapid construction construction provided in this embodiment, including the following steps: (1) unwrapping wire positions；(2) established angle
Code；(3) welded framework and adjustment, inspection；(4) lumber core base layer construction；(5) it pastes elastic plate and adjusts gap；(6) gap is welded
It connects.
Further, step (1) unwrapping wire positions: according to the datum mark of structure, being set at away from metope 450mm with laser
Set control line.
(3) welded framework and adjustment, inspection: fixed keel, ground punching are fixed with bolt, weld vertical keel, upper layer
Keel spacing is 300 ﹡ 450.
(4) lumber core base layer construction: installation lumber core base is fixed on skeleton with forked tail filament；
(5) paste elastic plate and adjust gap: after resiliently-mounted floor reaches scene, whether there is or not deformations, damage for inspection；Checking of dimensions
And it is pre-splicing errorless, it can paste.
(6) gap is welded: after being installed, checking surface smoothness and to adjust slit width consistent, weld seam is carried out after stablizing
Processing.
2 application example of embodiment
1 project profile
Qingdao City's specialized health Center Project is located at Qingdao City Shibei District He Feilu, which constructed in 2009,2012 by
Hospital's Decorating Project is accepted by Hua Lian decoration engineering corporation, Ltd.
2 condition of construction
Resiliently-mounted floor is positioned from selection approved sample to unwrapping wire determines fixed position；Theory is made according to standardization, modular design drop,
The specification of keel is discharged, constructs according to the process flow in this engineering method.This engineering construction is since in September, 2012 to 2012
Construction in October in year finishes.
3 application effects
It after the completion of the construction of this engineering fire proof veneer, checks and accepts, meets jointly by design, supervision, management, construction, unit in charge of construction
Design, overall effect are good.
Claims (2)
1. light body stage rapid construction construction, characterized in that it comprises the following steps:
(1) unwrapping wire positions；(2) corner brace is installed；(3) welded framework and adjustment, inspection；(4) lumber core base layer construction；(5) it pastes
Elastic plate simultaneously adjusts gap；(6) gap is welded.
2. light body stage rapid construction construction according to claim 1, which is characterized in that
The positioning of step (1) unwrapping wire:
According to the datum mark of structure, with laser away from setting control line at metope 450mm；
Step (3) welded framework and adjustment, inspection
Fixed keel, ground punching are fixed with bolt, weld vertical keel, and upper layer keel spacing is 300 ﹡ 450；
Step (4) lumber core base layer construction:
Lumber core base is installed, is fixed on skeleton with forked tail filament；
Step (5) pastes elastic plate and adjusts gap:
After resiliently-mounted floor reaches scene, examines whether there is or not deformation, damages；Checking of dimensions is simultaneously pre-splicing errorless, can paste；
The welding of step (6) gap:
After being installed, checks surface smoothness and to adjust slit width consistent, commissure reason is carried out after stablizing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910200752.5A CN110029842A (en) | 2019-03-17 | 2019-03-17 | Light body stage rapid construction construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910200752.5A CN110029842A (en) | 2019-03-17 | 2019-03-17 | Light body stage rapid construction construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029842A true CN110029842A (en) | 2019-07-19 |
Family
ID=67236205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910200752.5A Pending CN110029842A (en) | 2019-03-17 | 2019-03-17 | Light body stage rapid construction construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110029842A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10169224A (en) * | 1996-12-06 | 1998-06-23 | Hitachi Zosen Corp | Stage |
| CN204715685U (en) * | 2015-06-15 | 2015-10-21 | 珠海丽日帐篷有限公司 | Stage floor |
| CN205688755U (en) * | 2016-06-18 | 2016-11-16 | 青岛海川建设集团有限公司 | A kind of steel construction flexible base layer floor |
| CN207363330U (en) * | 2017-10-19 | 2018-05-15 | 河北翔宇体育设施制造有限公司 | A kind of assembled stage of activity |
-
2019
- 2019-03-17 CN CN201910200752.5A patent/CN110029842A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10169224A (en) * | 1996-12-06 | 1998-06-23 | Hitachi Zosen Corp | Stage |
| CN204715685U (en) * | 2015-06-15 | 2015-10-21 | 珠海丽日帐篷有限公司 | Stage floor |
| CN205688755U (en) * | 2016-06-18 | 2016-11-16 | 青岛海川建设集团有限公司 | A kind of steel construction flexible base layer floor |
| CN207363330U (en) * | 2017-10-19 | 2018-05-15 | 河北翔宇体育设施制造有限公司 | A kind of assembled stage of activity |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190719 |
|
| RJ01 | Rejection of invention patent application after publication |