CN203961092U - The anti-braced structures of a kind of suspension rod - Google Patents
The anti-braced structures of a kind of suspension rod Download PDFInfo
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- CN203961092U CN203961092U CN201420392279.8U CN201420392279U CN203961092U CN 203961092 U CN203961092 U CN 203961092U CN 201420392279 U CN201420392279 U CN 201420392279U CN 203961092 U CN203961092 U CN 203961092U
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- horizontal stiffener
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Abstract
The utility model relates to architectural decoration field, relate to specifically the anti-braced structures of a kind of suspension rod, comprise the suspension rod linking together with cover surface keel, also comprise the shockproof reinforcing bar of reinforcement, diagonal brace reinforcing bar, horizontal stiffener, in every nine suspension rod unit of formation matrix pattern, after plane one segment distance of horizontal stiffener away from cover surface keel, weld together with suspension rod, form some matrix pattern planes, the vertical every suspension rod of this matrix pattern plane, in a unit matrix pattern plane, on its cross horizontal stiffener, be welded with 4 shockproof reinforcing bars of reinforcement, the shockproof reinforcing bar of this reinforcement one end is connected on the floor of top, what the other end was equidistant is vertically welded on cross horizontal stiffener, above in a unit matrix pattern plane, the supercentral suspension rod of cross, 4 diagonal brace reinforcing bars of concurrent welding, the oblique shockproof reinforcing bar of reinforcement that is welded in successively of described diagonal brace reinforcing bar, on the crosspoint of suspension rod and horizontal stiffener.
Description
Technical field
The utility model relates to architectural decoration field, relates to specifically the anti-braced structures of a kind of suspension rod.
Background technology
In ceiling construction, when length of boom exceedes 1.5 meters, according to " Code for construction quality acceptance of building decoration " (GB50210-2001) requirement of 6.1.11, anti-support need be set, common anti-Construction of Supporting structure is more complicated, and expense is higher, and the duration is relatively long.
As shown in Figure 2, as shown in Figure 2, this figure is furred ceiling schematic diagram of the prior art, hangs on roof keel by suspension rod.In the time that length of boom is greater than 1.5 meters, this structural instability, smallpox just easily produces certain bending and vibrations in the thrust being subject to upwards.Especially smallpox area is larger, and this phenomenon is just more obvious.In order to overcome the problems referred to above, just need to make shockproof reinforced work or change ceiling structure this structure, shorten length of boom, make it to meet the requirement of specification to length of boom.Existing method is generally to increase a smallpox conversion layer between structure top and furred ceiling.Suspension rod is located between conversion layer and furred ceiling, to make the length of suspension rod meet the requirement of specification.Conversion layer adopts section steel manufacture conventionally, and shaped steel is generally channel-section steel or angle steel.There is complicated construction technique in above-mentioned common conversion layer construction method, construction speed is slow, long in time limit, and cost of manufacture is high, and structure is born responsibility great and need be done the deficiencies such as intensity compound nucleus to structure top.
Utility model content
For the deficiency in above-mentioned technology, the utility model provides all lower anti-braced structuress of suspension rod of a kind of simple in structure, manufacturing cost and construction cost.
For solving the problems of the technologies described above, the utility model is realized by following scheme:
The anti-braced structures of a kind of suspension rod, comprise the suspension rod linking together with cover surface keel, also comprise the shockproof reinforcing bar of reinforcement, diagonal brace reinforcing bar, horizontal stiffener, in every nine suspension rod unit of formation matrix pattern, after plane one segment distance of horizontal stiffener away from cover surface keel, weld together with suspension rod, form some matrix pattern planes, the vertical every suspension rod of this matrix pattern plane, in a unit matrix pattern plane, on its cross horizontal stiffener, be welded with 4 shockproof reinforcing bars of reinforcement, the shockproof reinforcing bar of this reinforcement one end is connected on the floor of top, what the other end was equidistant is vertically welded on cross horizontal stiffener, above in a unit matrix pattern plane, the supercentral suspension rod of cross, 4 diagonal brace reinforcing bars of concurrent welding, the oblique shockproof reinforcing bar of reinforcement that is welded in successively of described diagonal brace reinforcing bar, on the crosspoint of suspension rod and horizontal stiffener.
Further, described length of boom is greater than 1.5 meters.
Further, the shockproof bar diameter of described reinforcement is 8mm reinforcing bar.
Further, described diagonal brace bar diameter is 8mm reinforcing bar.
Further, described horizontal stiffener diameter is 8mm reinforcing bar.
The beneficial effects of the utility model are: the utility model simple structure, cost is low, convenient and quick construction, be applicable to the ceiling construction that length of boom is greater than 1.5m, can effectively solve suspension rod rocks, ensure ceiling system stability, avoid furred ceiling to be upwards out of shape in the time of air pressure change and cause furred ceiling to destroy.
Brief description of the drawings
Fig. 1 is the anti-braced structures schematic diagram of the utility model suspension rod.
Fig. 2 is prior art middle hanger scheme of installation.
Fig. 3 is the utility model weld horizontal stiffener schematic diagram.
Fig. 4 is the shockproof reinforcing bar schematic diagram of the utility model weld reinforcement.
Fig. 5 is the partial cross section schematic diagram that the utility model suspension rod, the shockproof reinforcing bar of reinforcement, diagonal brace reinforcing bar, horizontal stiffener weld together.
Mark in accompanying drawing: suspension rod 1; The shockproof reinforcing bar 2 of reinforcement; Diagonal brace reinforcing bar 3; Horizontal stiffener 4; Floor 5; Cover surface keel 6; Furred ceiling skin plate 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is elaborated.
Please refer to accompanying drawing 1, the anti-braced structures of a kind of suspension rod of the present utility model, the anti-braced structures of a kind of suspension rod, comprise the suspension rod 1 linking together with cover surface keel 6, also comprise the shockproof reinforcing bar 2 of reinforcement, diagonal brace reinforcing bar 3, horizontal stiffener 4, in every nine suspension rod unit of formation matrix pattern, after plane one segment distance of horizontal stiffener 4 away from cover surface keel 6, weld together with suspension rod 1, form some matrix pattern planes, the vertical every suspension rod 1 of this matrix pattern plane, in a unit matrix pattern plane, on its cross horizontal stiffener 4, be welded with 4 shockproof reinforcing bars 2 of reinforcement, the shockproof reinforcing bar of this reinforcement 2 one end are connected on top floor 5, what the other end was equidistant is vertically welded on cross horizontal stiffener 4, above in a unit matrix pattern plane, the supercentral suspension rod 1 of cross, 4 diagonal brace reinforcing bars 3 of concurrent welding, the oblique shockproof reinforcing bar 2 of reinforcement that is welded in successively of described diagonal brace reinforcing bar 3, on the crosspoint of suspension rod 1 and horizontal stiffener 4.
Above-mentioned suspension rod 1 length is greater than 1.5 meters, and the diameter of the shockproof reinforcing bar 2 of described reinforcement, diagonal brace reinforcing bar 3, horizontal stiffener 4 is all 8mm reinforcing bar, and concrete size requires according to practice of construction and determines.
Be below installation steps of the present utility model:
1. as shown in Figure 2, first suspension rod 1 is connected on floor 5 and cover surface keel 6, on same keel, the spacing between two adjacent suspension rods is generally no more than 1m, and the present embodiment is got 900mm;
2. as shown in Figure 3, after plane one segment distance of horizontal stiffener 4 away from cover surface keel 6, horizontal stiffener 4 welds together with suspension rod 1, forms some matrix pattern planes, the vertical every suspension rod 1 of this matrix pattern plane; Be that horizontal stiffener 4 welds together 9 suspension rods 1, form a matrix pattern structure;
3. as shown in Figure 4, in a unit matrix pattern plane, on its cross horizontal stiffener 4, be welded with 4 shockproof reinforcing bars 2 of reinforcement, the shockproof reinforcing bar of this reinforcement 2 one end are connected on top floor 5, and what the other end was equidistant is vertically welded on cross horizontal stiffener 4;
4. as shown in Figure 1, above in a unit matrix pattern plane, the supercentral suspension rod 1 of cross, 4 diagonal brace reinforcing bars 3 of concurrent welding, on the oblique crosspoint that is welded in successively the shockproof reinforcing bar 2 of reinforcement, suspension rod 1 and horizontal stiffener 4 of described diagonal brace reinforcing bar 3, the angle that diagonal brace reinforcing bar 3 and matrix pattern plane form is between 45-65 degree, like this, just by suspension rod 1, the shockproof reinforcing bar 2 of reinforcement, diagonal brace reinforcing bar 3, horizontal stiffener 4 integral solder together, form a structure stably, partial cross section figure as shown in Figure 5, top divides formation an anti-braced structures of triangle.
5. the anti-braced structures of the utility model suspension rod is at 25m
2unit of interior making, this structure no longer makes the furred ceiling skin plate 7 of blooming of bottom rock, and has ensured the safety of ceiling skin plate 7.
The anti-braced structures of the utility model suspension rod forms an anti-braced structures by adding horizontal stiffener 4, the shockproof reinforcing bar 2 of reinforcement, diagonal brace reinforcing bar 3, the utility model simple structure, cost is low, convenient and quick construction, be applicable to the ceiling construction that length of boom is greater than 1.5m, can effectively solve suspension rod and rock, ensure ceiling system stability, avoid furred ceiling to be upwards out of shape in the time of air pressure change and cause furred ceiling to destroy.Working strength is that the shockproof reinforcing bar 2 of horizontal stiffener 4, the reinforcement of 8mm, diagonal brace reinforcing bar 3 make ceiling system firmer.
The foregoing is only preferred embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure or conversion of equivalent flow process that utilizes the utility model manual and accompanying drawing content to do; or be directly or indirectly used in other relevant technical field, be all in like manner included in scope of patent protection of the present utility model.
Claims (5)
1. the anti-braced structures of suspension rod, comprise the suspension rod (1) linking together with cover surface keel (6), it is characterized in that: also comprise the shockproof reinforcing bar of reinforcement (2), diagonal brace reinforcing bar (3), horizontal stiffener (4), in every nine suspension rod unit of formation matrix pattern, after plane one segment distance of horizontal stiffener (4) away from cover surface keel (6), weld together with suspension rod (1), form some matrix pattern planes, the vertical every suspension rod (1) of this matrix pattern plane, in a unit matrix pattern plane, on its cross horizontal stiffener (4), be welded with 4 shockproof reinforcing bars of reinforcement (2), the shockproof reinforcing bar of this reinforcement (2) one end is connected on top floor (5), what the other end was equidistant is vertically welded on cross horizontal stiffener (4), above in a unit matrix pattern plane, the supercentral suspension rod of cross (1), concurrent 4 diagonal brace reinforcing bars of welding (3), the oblique shockproof reinforcing bar of reinforcement (2) that is welded in successively of described diagonal brace reinforcing bar (3), on the crosspoint of suspension rod (1) and horizontal stiffener (4).
2. the anti-braced structures of a kind of suspension rod according to claim 1, is characterized in that: described suspension rod (1) length is greater than 1.5 meters.
3. the anti-braced structures of a kind of suspension rod according to claim 1, is characterized in that: the shockproof reinforcing bar of described reinforcement (2) diameter is 8mm reinforcing bar.
4. the anti-braced structures of a kind of suspension rod according to claim 1, is characterized in that: described diagonal brace reinforcing bar (3) diameter is 8mm reinforcing bar.
5. the anti-braced structures of a kind of suspension rod according to claim 1, is characterized in that: described horizontal stiffener (4) diameter is 8mm reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420392279.8U CN203961092U (en) | 2014-07-16 | 2014-07-16 | The anti-braced structures of a kind of suspension rod |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420392279.8U CN203961092U (en) | 2014-07-16 | 2014-07-16 | The anti-braced structures of a kind of suspension rod |
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| CN203961092U true CN203961092U (en) | 2014-11-26 |
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| CN201420392279.8U Active CN203961092U (en) | 2014-07-16 | 2014-07-16 | The anti-braced structures of a kind of suspension rod |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460988A (en) * | 2017-08-29 | 2017-12-12 | 深圳市建艺装饰集团股份有限公司 | A kind of plaster tablet suspended ceiling active anti-cracking structure and 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 |
-
2014
- 2014-07-16 CN CN201420392279.8U patent/CN203961092U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460988A (en) * | 2017-08-29 | 2017-12-12 | 深圳市建艺装饰集团股份有限公司 | A kind of plaster tablet suspended ceiling active anti-cracking structure and construction method |
| CN107460988B (en) * | 2017-08-29 | 2023-07-28 | 深圳市建艺装饰集团股份有限公司 | Active anti-cracking structure of gypsum board suspended ceiling and 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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