CN205688642U - A kind of large space ceiling decoration supporting construction - Google Patents
A kind of large space ceiling decoration supporting construction Download PDFInfo
- Publication number
- CN205688642U CN205688642U CN201620607099.6U CN201620607099U CN205688642U CN 205688642 U CN205688642 U CN 205688642U CN 201620607099 U CN201620607099 U CN 201620607099U CN 205688642 U CN205688642 U CN 205688642U
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- Prior art keywords
- ceiling
- angle steel
- conversion layer
- steel
- large space
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Abstract
This utility model provides a kind of large space ceiling decoration supporting construction, including fixing vertical keel, conversion layer structure and ceiling structure on top of the structure, described conversion layer structure is connected fixing with vertical keel, described ceiling structure is connected fixing with conversion layer structure, described conversion layer structure includes multiple horizontal angle steel and multiple sole bar angle, the plurality of horizontal angle steel and multiple sole bar angle are spliced to form type steel skeleton net by whole steel, and it is online that described ceiling structure is lifted on type steel skeleton.This utility model utilizes shaped steel conversion layer to reduce furred ceiling support height, the most do not affect internal pipeline to pass through simultaneously, and simplifying construction process, it is ensured that installation quality, this utility model is applicable to the ceiling structure construction more than 1.5m and no more than 3m of the public place such as exhibition room, the market ceiling height.
Description
Technical field
This utility model relates to a kind of large space ceiling decoration supporting construction.
Background technology
Having the roofing of a lot of building at present is that upper people gets on the bus roofing, and therefore roof is prestressed girder structure, and beam section is relatively big,
But effect is preferably fitted up to pursue in indoor, beam must be carried out closing and block.Because beam section is higher, therefore suspension rod needed for furred ceiling
Length is longer, and according to code requirement, length of boom processes more than doing reinforcement during 1.5m, but common reinforcement processes waste material of taking a lot of work
And construction requirement can not be met.
Large space decorative ceiling is relatively big because of structural beams, and furred ceiling closed height is higher, and often beyond 1.5m, conventional counter supports
In addition to comparing waste steel, the stability of structure can not be effectively ensured, it is therefore desirable to one can save steel again
Can guarantee that the safety that the supporting construction of structural stability is constructed to ensure ceiling decoration is carried out.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of large space ceiling decoration supporting construction, it is intended to
Solve conventional counter and support waste steel, the problem that can not obtain the stability of structure being effectively ensured, utilize conversion layer to reduce
Furred ceiling support height, does not the most affect internal pipeline simultaneously and passes through, and simplify construction process, it is ensured that installation quality.
This utility model is achieved in that a kind of large space ceiling decoration supporting construction, including being fixed on structure top
On vertical keel, conversion layer structure and ceiling structure, described conversion layer structure is connected fixing with vertical keel, and described furred ceiling is tied
Structure is connected fixing with conversion layer structure, and described conversion layer structure includes multiple horizontal angle steel and multiple sole bar angle, the plurality of
Laterally angle steel and multiple sole bar angle are spliced to form type steel skeleton net by whole steel, and described ceiling structure is lifted on type steel skeleton net
On.
Further, described vertical keel includes corner brace and vertical angle steel, and described corner brace is welded on vertical angle steel, described
Vertical angle steel is fixing on top of the structure by corner brace and expansion bolt.
Further, described horizontal angle steel is provided with multiple skeleton welded plate, described vertical angle steel one end by corner brace and
Expansion bolt is fixing on top of the structure, and the other end is welded on the skeleton welded plate on horizontal angle steel.
Further, the spacing between described adjacent skeleton welded plate is 1000-1500mm.
Further, the spacing between described adjacent transverse angle steel is 900-1200mm, between described adjacent sole bar angle
Spacing be 1500-3000mm.
This utility model compared with prior art, has the beneficial effects that: this utility model according to ceiling height on structure top
Canopy arranges conversion layer structure, is fixed on conversion layer structure by ceiling structure, thus reduces furred ceiling length of boom, by whole furred ceiling
Hanging contraction in length under structure thus be adjusted to common ceiling structure, conversion layer structure forms lattice space, facilitates various installation to manage
Road passes through smoothly, and total has higher stability；It is stable that this utility model utilizes type steel skeleton to support ceiling structure, hangs
Top support fixation, reduces furred ceiling after only can completing operation of ascending a height, and length of boom shortening with jenny scaffold and comes off
Risk, mounting structure depends on stable, installs safer；This utility model simplicity quick for installation, effective reduction of erection time, often puts down
Rice saving steel 3.58kg, manually saves 10%.
Accompanying drawing explanation
Fig. 1 is the plane graph of the large space ceiling decoration supporting construction that this utility model embodiment provides；
Fig. 2 is the elevation of the large space ceiling decoration supporting construction that this utility model embodiment provides；
Fig. 3 is the vertical keel connection figure with horizontal angle steel of this utility model embodiment offer；
Fig. 4 is the vertical angle steel connection figure with corner brace of this utility model embodiment offer.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.Should be appreciated that specific embodiment described herein is only in order to explain
This utility model, is not used to limit this utility model.
A kind of large space ceiling decoration supporting construction, including the vertical keel 1 being fixed on structure top 5, conversion layer knot
Structure 2 and ceiling structure 3, described conversion layer structure 2 is connected fixing with vertical keel 1, described ceiling structure 3 and conversion layer structure 2
Connecting fixing, described conversion layer structure 2 includes multiple horizontal angle steel 21 and multiple sole bar angle 22, the plurality of horizontal angle steel 21
Being spliced to form type steel skeleton net with multiple sole bar angles 22 by whole steel, it is online that described ceiling structure 3 is lifted on type steel skeleton, institute
Stating horizontal angle steel 21 and hang muscle for installing, the spacing between adjacent transverse angle steel 21 is 900-1200mm, described sole bar angle 22
Support only serves system stability effect, and the spacing between adjacent sole bar angle 22 is 1500-3000mm, and described vertical keel 1 wraps
Including corner brace 11 and vertical angle steel 12, described corner brace 11 is welded on vertical angle steel 12, and described vertical angle steel 12 is by corner brace 11 He
Expansion bolt is fixed on structure top 5, and described horizontal angle steel 21 is provided with multiple skeleton welded plate 4, described vertical angle steel 12 1
Holding and fixed on top of the structure by corner brace 11 and expansion bolt, the other end is welded on the skeleton welded plate 4 on horizontal angle steel 21,
Spacing between described adjacent skeleton welded plate 4 is 1000-1500mm.
This utility model use in construction, first, is welded in mounted corner brace or base with 5# Zinc-coated angle steel
Make vertical keel, solder joint full weld, weld complete should be in transverse direction and longitudinal direction bracing wire inspection, it is ensured that angle steel is straight, welded do anti-
Rust processes；Conversion layer structure welds, and when horizontal angle steel and sole bar angle welding, checks absolute altitude to guarantee reserved lightgage steel joist
And skin plate installing space, adjacent two row horizontal angle steel spacing must not exceed ceiling joist hang muscle allowed band, and every 1500-
3000mm adds together elongated angle steel longitudinal reinforcement, and the online mesh spacing of type steel skeleton must coordinate furred ceiling suspension rod line space design chi
Very little determining, the suspension rod on last ceiling structure is fixed on conversion layer structure, and remaining ceiling construction is consistent with common ceiling construction,
The stability of shaped steel conversion layer structure is checked and accepted before ceiling construction.
This utility model utilizes type steel skeleton to form conversion layer, ceiling structure suspension rod is shortened length so that it is become common
Ceiling structure, utilizes the space of type steel skeleton to make various installation pipeline pass through smoothly simultaneously, it is to avoid pipeline collision suspension rod causes and hangs
Top overall collapse, whole type steel skeleton is practiced into stable overall with ceiling structure, and ceiling structure can be stably fixed on type steel skeleton.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this
Any amendment, equivalent and the improvement etc. made within the spirit of utility model and principle, should be included in this utility model
Protection domain within.
Claims (5)
1. a large space ceiling decoration supporting construction, it is characterised in that include fixing vertical keel on top of the structure, turn
Changing Rotating fields and ceiling structure, described conversion layer structure is connected fixing with vertical keel, described ceiling structure and conversion layer structure
Connecting fixing, described conversion layer structure includes multiple horizontal angle steel and multiple sole bar angle, the plurality of horizontal angle steel and multiple
Sole bar angle is spliced to form type steel skeleton net by whole steel, and it is online that described ceiling structure is lifted on type steel skeleton.
2. large space ceiling decoration supporting construction as claimed in claim 1, it is characterised in that described vertical keel includes angle
Code and vertical angle steel, described corner brace is welded on vertical angle steel, and described vertical angle steel is fixed on knot by corner brace and expansion bolt
On structure top.
3. large space ceiling decoration supporting construction as claimed in claim 2, it is characterised in that described horizontal angle steel is provided with
Multiple skeleton welded plates, described vertical angle steel one end is fixing on top of the structure by corner brace and expansion bolt, and the other end is welded on
Laterally on the skeleton welded plate on angle steel.
4. large space ceiling decoration supporting construction as claimed in claim 3, it is characterised in that described adjacent skeleton welded plate
Between spacing be 1000-1500mm.
5. large space ceiling decoration supporting construction as claimed in claim 4, it is characterised in that described adjacent transverse angle steel it
Between spacing be 900-1200mm, the spacing between described adjacent sole bar angle is 1500-3000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607099.6U CN205688642U (en) | 2016-06-18 | 2016-06-18 | A kind of large space ceiling decoration supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607099.6U CN205688642U (en) | 2016-06-18 | 2016-06-18 | A kind of large space ceiling decoration supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205688642U true CN205688642U (en) | 2016-11-16 |
Family
ID=57415209
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620607099.6U Expired - Fee Related CN205688642U (en) | 2016-06-18 | 2016-06-18 | A kind of large space ceiling decoration supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205688642U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677351A (en) * | 2017-01-10 | 2017-05-17 | 浙江精工钢结构集团有限公司 | Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method |
| CN106968376A (en) * | 2017-01-10 | 2017-07-21 | 浙江精工钢结构集团有限公司 | A kind of assembled hanging platform structure and its construction method |
| CN107435407A (en) * | 2017-08-30 | 2017-12-05 | 江苏建筑职业技术学院 | Furred ceiling may be reversed |
| CN107816161A (en) * | 2017-10-31 | 2018-03-20 | 苏州金螳螂建筑装饰股份有限公司 | A kind of furred ceiling assembled type steel frame conversion layer |
| CN110528770A (en) * | 2019-09-24 | 2019-12-03 | 金螳螂精装科技（苏州）有限公司 | A kind of blue bricks furred ceiling base layer structure and its construction method |
| CN112982800A (en) * | 2021-03-03 | 2021-06-18 | 上海宝冶建筑装饰有限公司 | Ceiling conversion layer construction method |
| CN114016653A (en) * | 2021-11-15 | 2022-02-08 | 山东海瑞林装饰工程有限公司 | Construction method for indoor large-space ceiling keel conversion layer |
-
2016
- 2016-06-18 CN CN201620607099.6U patent/CN205688642U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677351A (en) * | 2017-01-10 | 2017-05-17 | 浙江精工钢结构集团有限公司 | Transfer beam structure used for adjusting deviation of hanging embedded parts and construction method |
| CN106968376A (en) * | 2017-01-10 | 2017-07-21 | 浙江精工钢结构集团有限公司 | A kind of assembled hanging platform structure and its construction method |
| CN107435407A (en) * | 2017-08-30 | 2017-12-05 | 江苏建筑职业技术学院 | Furred ceiling may be reversed |
| CN107435407B (en) * | 2017-08-30 | 2023-02-17 | 江苏建筑职业技术学院 | Turnover suspended ceiling |
| CN107816161A (en) * | 2017-10-31 | 2018-03-20 | 苏州金螳螂建筑装饰股份有限公司 | A kind of furred ceiling assembled type steel frame conversion layer |
| CN110528770A (en) * | 2019-09-24 | 2019-12-03 | 金螳螂精装科技（苏州）有限公司 | A kind of blue bricks furred ceiling base layer structure and its construction method |
| CN112982800A (en) * | 2021-03-03 | 2021-06-18 | 上海宝冶建筑装饰有限公司 | Ceiling conversion layer construction method |
| CN114016653A (en) * | 2021-11-15 | 2022-02-08 | 山东海瑞林装饰工程有限公司 | Construction method for indoor large-space ceiling keel conversion layer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161116 Termination date: 20170618 |