CN114809420A - Construction method of hanging bracket structure system of building suspended ceiling - Google Patents
Construction method of hanging bracket structure system of building suspended ceiling Download PDFInfo
- Publication number
- CN114809420A CN114809420A CN202210616720.5A CN202210616720A CN114809420A CN 114809420 A CN114809420 A CN 114809420A CN 202210616720 A CN202210616720 A CN 202210616720A CN 114809420 A CN114809420 A CN 114809420A
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- Prior art keywords
- keel
- main
- ceiling
- hanging basket
- hanging
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
- E04B9/12—Connections between non-parallel members of the supporting construction
- E04B9/16—Connections between non-parallel members of the supporting construction the members lying in different planes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/22—Connection of slabs, panels, sheets or the like to the supporting construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/30—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by edge details of the ceiling; e.g. securing to an adjacent wall
Abstract
The invention discloses a construction method of a hanger structure system of a building suspended ceiling, which comprises the following steps: the installation of fossil fragments coplanar: the main keel and the secondary keel are fixedly provided with buckling strips through the hanging basket rod piece, the main keel is correspondingly arranged in mounting notches in four vertical directions on the same plane of the hanging basket seats, one main keel is shared between the two hanging basket seats, and the secondary keel is fixed between the parallel main keels and is positioned on the same horizontal plane with the main keel. When a plurality of ceiling sealing plates are installed on the lower portions of the main keels and the secondary keels to generate excessive downward gravity, bearing capacity born by the main keels and the secondary keels on the same plane can be evenly stressed in unit area, the situation that bearing capacity born by the keel framework in unit area is too concentrated is avoided, and the problem that the bearing capacity born by the keel framework in unit area is too concentrated and poor in bearing capacity due to the fact that the secondary keels and the main keels are not located on the same plane is solved.
Description
Technical Field
The invention relates to a construction method of a hanger structure system of a building suspended ceiling, and belongs to the technical field of suspended ceiling construction and installation.
Background
After the building top surfaces such as houses, subways and underground passages are demolished, suspended ceiling construction and installation are needed to beautify the building top surfaces.
In a combined suspender light steel keel suspended ceiling system with Chinese patent publication No. CN210032292U, the disclosed technical scheme is that one end of a large hanging piece is connected with a lower suspender, and the other end of the large hanging piece is connected with a main keel; the secondary keel is connected with the main keel through a secondary keel hanging piece; be connected with the thistle board on the secondary joist, the thistle board passes through self tapping screw connection with the secondary joist, though, secondary joist and main joist can provide the atress basis for the installation of later stage furred ceiling shrouding, but, perpendicular cross distribution secondary joist need be connected and not be in the coplanar through the pendant construction with the main joist, when later stage installation furred ceiling shrouding produced drop-down gravity, there was the too concentrated bearing capacity poor problem of the bearing capacity that fossil fragments skeleton unit area received.
Disclosure of Invention
In order to solve the technical problem, the invention provides a construction method of a hanger structure system of a building suspended ceiling.
The invention is realized by the following technical scheme.
The invention provides a construction method of a hanger structure system of a building suspended ceiling, which comprises the following steps:
the installation of fossil fragments coplanar: get through main joist, the secondary joist of hanging flower basket member fixed mounting buckle strip, main joist correspond to install in the perpendicular four directions's of hanging flower basket coplanar installation bayonet, a main joist of sharing between two hanging flower basket seats, fix the secondary joist between the parallel main joist and be in same horizontal plane with the main joist.
Before the step of installing the keels on the same plane, the method further comprises two steps of manufacturing the hanging basket seat and installing the hanging basket seat in sequence.
The manufacturing steps of the hanging basket seat are as follows: and selecting steel plates qualified for inspection, and cutting and welding according to the shape and the size of the hanging basket seat to form mounting bayonets in four directions perpendicular to the same plane on the hanging basket seat.
The hanging basket seat is installed by the following steps: tension assembly's tension member top is through expansion bolts and building body top surface fixed mounting, and tension member and turn-buckle installation, turn-buckle bottom and hanging flower basket seat top center erection joint.
And after the step of mounting the keels on the same plane, the step of mounting the ceiling sealing plate is also included.
The ceiling sealing plate is installed by the following steps: and the bottom keel is arranged below the buckling strip, the ceiling sealing plate and the buckling strip are fixedly arranged, and the embedding opening of the ceiling sealing plate covers the bottom keel.
A hanger frame structural system for a building suspended ceiling comprising:
the hanging basket comprises hanging basket seats, wherein mounting bayonets are correspondingly arranged in four directions vertical to the same plane of the hanging basket seats, and the number of the hanging basket seats is at least two;
the hanging basket comprises a hanging basket seat, a main keel, a hanging basket seat and a hanging basket seat, wherein mounting bayonets in four directions perpendicular to the same plane of the hanging basket seat are respectively clamped and fixed with the main keel, and the main keel between the two hanging basket seats is a common one;
the secondary keel is fixed between the parallel main keels and is positioned on the same horizontal plane with the main keels;
the main keel and the secondary keel are connected with the hanging basket seat, the pulling force component is installed on the top surface of the building body by pulling the main keel and the secondary keel through the hanging basket seat, and the pulling force component exerts pulling force on the main keel and the secondary keel from the hanging basket seat.
The tension assembly, comprising: one end of the screw is connected with a turnbuckle arranged at the top of the hanging basket seat through a pin;
and the tension piece is arranged on the top of the turnbuckle.
The end part of the main keel positioned on the side edge of the hanging basket seat is clamped with the mounting seat.
And a cover plate is fixed on the side edge of the top of the hanging basket seat positioned on the mounting bayonet and is in contact with the main keel.
The lifting rod piece is characterized by also comprising a plurality of lifting rod pieces.
The hanger rod pieces are correspondingly and fixedly installed on the main keel and the secondary keel, and the lower part of each hanger rod piece is fixedly provided with a buckling strip.
The top of each buckling strip is fixed to the bottom of the main keel or the bottom of the secondary keel through the hanging rod piece, the two buckling strips are distributed in parallel, a ceiling sealing plate is fixedly mounted between the two buckling strips, and the ceiling sealing plate and the buckling strips are fixedly mounted.
The ceiling sealing plate is provided with an embedding opening to cover the bottom keel.
The invention has the beneficial effects that: when a plurality of ceiling sealing plates are installed on the lower portions of the main keels and the secondary keels to generate excessive downward gravity, bearing capacity born by the main keels and the secondary keels on the same plane can be evenly stressed in unit area, the situation that bearing capacity born by the keel framework in unit area is too concentrated is avoided, and the problem that the bearing capacity born by the keel framework in unit area is too concentrated and poor in bearing capacity due to the fact that the secondary keels and the main keels are not located on the same plane is solved.
Drawings
FIG. 1 is a schematic top view of the present invention;
FIG. 2 is a schematic view of the right-side view of FIG. 1;
in the figure: 1-hanging basket seat; 11-installing a bayonet; 12-a tension member; 13-turnbuckle; 2-secondary keel; 3-mounting a base; 4-cover plate; 5-hanging the rod piece; 6-buckling strips; 7-ceiling seal plate; 71-a fitting port; 8-bottom keel; 9-main keel.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in fig. 1-2.
The application discloses a gallows structural system of building body furred ceiling includes:
the hanging basket seat is characterized in that a hanging basket seat 1 made of steel plates and other rigid bodies is welded and fixed, mounting bayonets 11 are correspondingly arranged in four directions perpendicular to the same plane of the hanging basket seat 1, and the number of the hanging basket seat 1 is at least two;
the hanging basket comprises a main keel 9 made of hollow square steel or wood and other rigid bodies, mounting bayonets 11 which are perpendicular to four directions on the same plane of a hanging basket seat 1 are respectively clamped with the main keel 9 and fixed through bolts, and the main keel 9 between the two hanging basket seats 1 is a shared one;
the secondary keel 2 is made of hollow square steel or wood and other rigid bodies, the secondary keel 2 is welded and fixed between the parallel main keels 9 or fixed by bolts, and the secondary keel 2 and the main keels 9 are positioned on the same horizontal plane;
being connected with hanging flower basket seat 1 and holding main joist 9 and secondary joist 2 through hanging flower basket seat 1 and installing the pulling force subassembly at the building body top surface, pulling force subassembly from hanging flower basket seat 1 to main joist 9 and secondary joist 2 applys pulling force.
Because the pulling force subassembly is connected with hanging flower basket seat 1 and exerts pulling force and holds main joist 9 and secondary joist 2 through hanging flower basket seat 1 and install at the building body top surface, when producing too much gravity at main joist 9 and secondary joist 2 lower part installation furred ceiling shrouding 7, the main joist 9 and the secondary joist 2 that are in the coplanar can be on average atress and can not take place the bending, the stability of furred ceiling shape structure has been improved, it cup joints on wearing the plug-in components to have solved the activity of bearing the keel both ends, it can use the jib to produce crooked problem as the original point upwards pulling interlude.
The tension assembly, comprising: one end of the turnbuckle 13 is connected with the top of the hanging basket seat 1 through a pin, specifically, a through hole at the bottom of the turnbuckle 13 can be rotatably arranged on the top of the hanging basket seat 1 through a pin;
with the pulling force piece 12 of 13 top installations of turn buckle, specifically can be for 13 top welded fastening of turn buckle have the couple, pulling force piece 12 has the couple to hang the installation with the couple at 13 tops of turn buckle, and pulling force piece 12 is under construction and is held through expansion bolts and the installation of building body top surface during the installation.
The end part of the main keel 9 positioned on the side edge of the hanging basket seat 1 is clamped with the mounting seat 3, and the mounting seat 3 is fixedly mounted with the side surface of the top of the building body through an expansion bolt; also can weld fixation or bolt fixed mounting secondary joist 2 on the main joist 9 with mount pad 3, the secondary joist 2 of here is mutually perpendicular's two (not shown in the figure), and the secondary joist 2 of this position is installed according to specific construction needs to this constitutes to provide the installation atress basis to the furred ceiling shrouding 7 that is close to wall body part.
And a cover plate 4 is fixedly welded on the side edge of the top of the hanging basket seat 1 positioned on the mounting bayonet 11, and the cover plate 4 is in contact with the main keel 9, so that the main keel 9 is guided and limited.
Still include that quantity is a plurality of jib spare 5, jib spare 5 corresponds through welded fastening or bolt fixed mounting on main joist 9, secondary joist 2, 5 low portions of every jib spare all have a profile 6 through welded fastening or bolt fixed mounting, 6 tops of profile are fixed on main joist 9 or secondary joist 2 bottoms through jib spare 5, parallel distribution between two profiles 6, fixed mounting has furred ceiling shrouding 7 between two profiles 6, specifically for furred ceiling shrouding 7 and profile 6 are installed through fixed modes such as bayonet socket chucking (this for prior art no longer state).
The support structure also comprises bottom keels 8 made of steel plates and other rigid bodies through welding and fixing, wherein the bottom keels 8 are vertically distributed with the buckling strips 6 and are positioned below the buckling strips 6, for example, two bottom keels 8 are vertically distributed below the buckling strips 6 and correspondingly form an expected support state; be equipped with on the furred ceiling shrouding 7 and inlay mouth 71 and cover end keel 8, the gomphosis mouth 71 of furred ceiling shrouding 7 can realize under normal conditions the effort of upwards pulling in 8 middle parts of end keel, an holistic end keel 8 can obtain ascending pulling force on a plurality of furred ceiling shrouding 7 and obtain stable condition, but when furred ceiling shrouding 7 drops, the gomphosis mouth 71 of furred ceiling shrouding 7 can not stimulate end keel 8 downwards, end keel 8 both ends can be fixed on the wall body of building body top side through installed part such as mount pad 3 or direct expansion bolts when the construction, even install end keel 8 is guaranteed when furred ceiling shrouding 7 drops, can not produce the whole chain reaction that drops along with the support that can obtain two end keels 8 when dropping when the profile 6, the problem that the furred ceiling shrouding 7 large tracts of land dropped is solved.
The construction method of the hanger structure system of the building suspended ceiling comprises the following steps:
step one, manufacturing a hanging basket seat: and selecting steel plates qualified for inspection, and cutting and welding according to the shape and the size of the hanging basket seat 1 to form mounting bayonets 11 in four directions perpendicular to the same plane on the hanging basket seat 1.
Step two, mounting a hanging basket seat: the 12 tops of the tension components of the tension assembly are fixedly mounted on the top surface of a building body through expansion bolts, the 12 tops of the tension components are mounted with turn-buckle screws 13, and the bottoms of the turn-buckle screws 13 are mounted and connected with the center of the top of a hanging basket seat 1.
Step three, mounting the keels on the same plane: get through main joist 9, secondary joist 2 that warp hanger spare 5 fixed mounting has profile 6, main joist 9 correspond install in the installation bayonet 11 of four perpendicular directions in hanging flower basket seat 1 coplanar, a main joist 9 of sharing between two hanging flower basket seats 1, fixed secondary joist 2 between the parallel main joist 9 and be in the coplanar with main joist 9.
When a plurality of ceiling sealing plates 7 arranged on the lower portions of the main keels 9 and the secondary keels 2 generate excessive downward gravity, the bearing capacity received by the main keels 9 and the secondary keels 2 on the same plane can be evenly stressed in unit area, the situation that the bearing capacity received by the unit area of the keel framework is too concentrated is avoided, and the problem that the bearing capacity received by the unit area of the keel framework is too concentrated and the bearing capacity is poor due to the fact that the secondary keels and the main keels are not located on the same plane is solved.
Step four, installing the ceiling seal plate: the bottom keel 8 is arranged below the buckling strips 6, the ceiling sealing plate 7 and the buckling strips 6 are fixedly arranged, and the bottom keel 8 is covered by the embedding opening 71 of the ceiling sealing plate 7.
Claims (10)
1. A construction method of a hanger structure system of a building suspended ceiling is characterized by comprising the following steps:
the installation of fossil fragments coplanar: get through main joist (9), secondary joist (2) of hanging flower basket pole piece (5) fixed mounting have profile (6), main joist (9) are correspondingly installed in the installation bayonet socket (11) of four perpendicular directions in hanging flower basket seat (1) coplanar, a main joist (9) of sharing between two hanging flower basket seats (1), fixed secondary joist (2) between parallel main joist (9) and be in the coplanar with main joist (9).
2. The method of constructing a structural system of a hanger for a building ceiling as claimed in claim 1, further comprising the steps of fabricating a basket base and installing the basket base sequentially before the step of installing the keel in the same plane.
3. The method of constructing a hanger structural system for a building suspended ceiling according to claim 2, wherein the step of manufacturing the hanger base comprises: and selecting steel plates qualified for inspection, and cutting and welding according to the shape and the size of the hanging basket seat (1) to form mounting bayonets (11) in four directions perpendicular to the same plane on the hanging basket seat (1).
4. The method of constructing a hanger structural system for a building ceiling of claim 2, wherein the step of installing the hanger base comprises: the top of a tension part (12) of the tension assembly is fixedly mounted on the top surface of a building body through an expansion bolt, the tension part (12) is mounted with a turnbuckle (13), and the bottom of the turnbuckle (13) is mounted and connected with the center of the top of a hanging basket seat (1).
5. A method of constructing a structural system for a hanger for a building suspended ceiling as claimed in claim 1, further comprising the step of installing a ceiling seal plate after the step of installing the keel in the same plane.
6. The method of constructing a hanger structural system for a building suspended ceiling of claim 5, wherein said ceiling seal plate is installed by: the bottom keel (8) is arranged below the buckling strip (6), the ceiling sealing plate (7) and the buckling strip (6) are fixedly arranged, and the bottom keel (8) is covered by an embedding opening (71) of the ceiling sealing plate (7).
7. The method of constructing a hanger structural system for a building ceiling of claim 1, wherein the hanger structural system for a building ceiling comprises:
the hanging basket comprises hanging basket seats (1), wherein mounting bayonets (11) are correspondingly arranged in four directions perpendicular to the same plane of the hanging basket seats (1), and the number of the hanging basket seats (1) is at least two;
the hanging basket comprises main keels (9), mounting bayonets (11) which are perpendicular to the four directions on the same plane of the hanging basket seats (1) are respectively clamped and fixed with the main keels (9), and the main keels (9) between the two hanging basket seats (1) are shared;
the secondary keels (2) are fixed between the parallel main keels (9) and are positioned on the same horizontal plane with the main keels (9);
being connected with hanging flower basket seat (1) and holding main joist (9) and secondary joist (2) through hanging flower basket seat (1) and installing the pulling force subassembly at the building body top surface, pulling force subassembly from hanging flower basket seat (1) exerts pulling force main joist (9) and secondary joist (2).
8. The method of constructing a hanger structural system for a building ceiling of claim 7, wherein said tension assembly comprises: one end of the basket screw (13) is arranged on the top of the basket seat (1) through a pin; and the tension piece (12) is arranged on the top of the turnbuckle (13).
9. The method of constructing a hanger structural system for a building ceiling of claim 7,
the end part of the main keel (9) positioned on the side of the hanging basket seat (1) is clamped with the mounting seat (3);
a cover plate (4) is fixed on the side edge of the top of the hanging basket seat (1) positioned on the mounting bayonet (11), and the cover plate (4) is in contact with the main keel (9);
the device also comprises a plurality of suspender pieces (5); the hoisting rod pieces (5) are correspondingly and fixedly arranged on the main keel (9) and the secondary keel (2), and a buckling strip (6) is fixedly arranged at the lower part of each hoisting rod piece (5); the top of each buckling strip (6) is fixed to the bottom of the main keel (9) or the bottom of the secondary keel (2) through a hanging rod piece (5), the two buckling strips (6) are distributed in parallel, a ceiling sealing plate (7) is fixedly installed between the two buckling strips (6), and the ceiling sealing plate (7) and the buckling strips (6) are fixedly installed.
10. The construction method of the hanger structure system for building suspended ceiling according to claim 9, further comprising a bottom keel (8), wherein the bottom keel (8) is vertically distributed with the fastening strip (6) and is positioned below the fastening strip (6), and the ceiling sealing plate (7) is provided with an embedding opening (71) to cover the bottom keel (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210616720.5A CN114809420A (en) | 2022-06-01 | 2022-06-01 | Construction method of hanging bracket structure system of building suspended ceiling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210616720.5A CN114809420A (en) | 2022-06-01 | 2022-06-01 | Construction method of hanging bracket structure system of building suspended ceiling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114809420A true CN114809420A (en) | 2022-07-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210616720.5A Pending CN114809420A (en) | 2022-06-01 | 2022-06-01 | Construction method of hanging bracket structure system of building suspended ceiling |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2627111Y (en) * | 2003-05-23 | 2004-07-21 | 王晓冬 | Lightgauge steel joist system |
| KR20180073964A (en) * | 2016-12-23 | 2018-07-03 | 주식회사 포스코 | Ceiling's Hanger Bracket for reducing noise between floors and Ceiling System using it |
| CN210369519U (en) * | 2019-07-17 | 2020-04-21 | 金点石(北京)建筑设计咨询服务有限责任公司 | Ceiling assembly, keel system and building body |
| CN211037498U (en) * | 2019-10-23 | 2020-07-17 | 广东汉威城建有限公司 | Keel frame for suspended ceiling |
| CN114370121A (en) * | 2022-01-12 | 2022-04-19 | 浙江亚厦装饰股份有限公司 | Assembly type suspended ceiling framework base layer structure and installation method thereof |
-
2022
- 2022-06-01 CN CN202210616720.5A patent/CN114809420A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2627111Y (en) * | 2003-05-23 | 2004-07-21 | 王晓冬 | Lightgauge steel joist system |
| KR20180073964A (en) * | 2016-12-23 | 2018-07-03 | 주식회사 포스코 | Ceiling's Hanger Bracket for reducing noise between floors and Ceiling System using it |
| CN210369519U (en) * | 2019-07-17 | 2020-04-21 | 金点石(北京)建筑设计咨询服务有限责任公司 | Ceiling assembly, keel system and building body |
| CN211037498U (en) * | 2019-10-23 | 2020-07-17 | 广东汉威城建有限公司 | Keel frame for suspended ceiling |
| CN114370121A (en) * | 2022-01-12 | 2022-04-19 | 浙江亚厦装饰股份有限公司 | Assembly type suspended ceiling framework base layer structure and installation method thereof |
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