CN205688642U - A kind of large space ceiling decoration supporting construction - Google Patents

A kind of large space ceiling decoration supporting construction Download PDF

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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
Authority
CN
China
Prior art keywords
ceiling
angle steel
conversion layer
steel
large space
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.)
Expired - Fee Related
Application number
CN201620607099.6U
Other languages
Chinese (zh)
Inventor
吴攀
黄伟
李尊强
张波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qingdao Haichuan Construction Group Co Ltd
Original Assignee
Qingdao Haichuan Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Qingdao Haichuan Construction Group Co Ltd filed Critical Qingdao Haichuan Construction Group Co Ltd
Priority to CN201620607099.6U priority Critical patent/CN205688642U/en
Application granted granted Critical
Publication of CN205688642U publication Critical patent/CN205688642U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

A kind of large space ceiling decoration supporting construction
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.
CN201620607099.6U 2016-06-18 2016-06-18 A kind of large space ceiling decoration supporting construction Expired - Fee Related CN205688642U (en)

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

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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 (4)

* Cited by examiner, † Cited by third party
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
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

Cited By (4)

* Cited by examiner, † Cited by third party
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
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

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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