CN203867004U - Partition wall joist frame - Google Patents
Partition wall joist frame Download PDFInfo
- Publication number
- CN203867004U CN203867004U CN201420171627.9U CN201420171627U CN203867004U CN 203867004 U CN203867004 U CN 203867004U CN 201420171627 U CN201420171627 U CN 201420171627U CN 203867004 U CN203867004 U CN 203867004U
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- CN
- China
- Prior art keywords
- partition wall
- keel
- joist
- main joist
- adjusting part
- 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 - Lifetime
Links
- 238000005192 partition Methods 0.000 title claims abstract description 71
- 238000004062 sedimentation Methods 0.000 claims description 52
- 238000004080 punching Methods 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000003754 machining Methods 0.000 abstract 1
- 238000005034 decoration Methods 0.000 description 10
- 238000009434 installation Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 230000007547 defect Effects 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 241000700647 Variola virus Species 0.000 description 2
- 230000002411 adverse Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 208000018672 Dilatation Diseases 0.000 description 1
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- OFCNXPDARWKPPY-UHFFFAOYSA-N allopurinol Chemical compound OC1=NC=NC2=C1C=NN2 OFCNXPDARWKPPY-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000005341 toughened glass Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model discloses a partition wall joist frame. The partition wall joist frame comprises a top rail, a bottom rail and a vertical joist. The top rail and the bottom rail are connected with the two ends of the vertical joist respectively, the vertical joist comprises a settlement adjusting assembly and a main joist body, and the settlement adjusting assembly is connected with the main joist body in a sliding mode. The partition wall joist frame has the advantages that the length of the vertical joist is adjusted through matching of the settlement adjusting assembly and the main joist body, so that the height of the vertical joist is increased; the settlement adjusting assembly can relieve stress brought to a partition wall by external environments such as building settlement and earthquakes, so that safety, stability and integrity of the partition wall under the environments of different temperatures and different seasons are guaranteed; meanwhile, due to the fact that the height of the vertical joist is adjustable, the vertical joist is suitable for building partition walls in different heights, machining and installing efficiency is improved, the economic cost is reduced and the practicability is high.
Description
Technical field
The utility model relates to architectural decoration field, in particular to a kind of keel of partition wall frame.
Background technology
In architectural decoration field, in building, nonbearing partition keel are a kind of novel constructional materialss, development along with China's modernization construction, the places such as hotel, departure lounge, passenger station, station, arenas, market, factory, office building, old building building renovation, interior decoration setting, ceiling have been widely used in recent years, at present, keel of partition wall bottom adopts bolt or swollen bolt and concrete floor to fix, top is fixed with screw and structure smallpox cement board or hanging screen, therefore forms a kind of tight structure.Because the coefficient of thermal expansion of ornament materials itself is different, and keel of partition wall coefficient of elasticity is limited, so under the environment of Various Seasonal, weather, building structure and partition material have different dilatations, can bring certain sedimentation phenomenon thus, the stress that this sedimentation phenomenon produces can not get controllable release, so its stress can be applied in the partition material structures such as door separation system, wood veneer, glass, gypsum plank for a long time, the intensity of partition wall, stability is formed to adverse effect.
After building structure completion, enter before in-built engineering, the constructions such as the fire protection pipeline at its ground, finishing layer, ceiling place, air-conditioning duct, ventilating duct also do not complete, therefore cause partition wall material of main part accurately to measure, for ensureing material preparation and installation duration, often reserved size is got ready the goods in advance, in later stage installation process, adopt aritificial cut-off to meet the needs of on-the-spot size, not only taken a lot of work but also waste material, and precision control deviation is larger.
In addition, in present building, when the natural phenomenas such as earthquake occur, keel of partition wall frame all can be subject to certain impact, if the stress that partition wall does not have the release vibrations of rational structure or effectively control to bring, finally can cause the fragile material in partition wall to damage (as tempered glass), distortion (such as wallboard), afunction (such as door cannot be opened) etc., affected partition wall safety, stable, complete performance, poor practicability, to people, brought a lot of large worried, so nonbearing partition for building, a kind of keel of partition wall frame that can relieve stresses is particularly important for partition wall.
Utility model content
For solving in prior art, the stress that the stress that keel of partition wall cannot bring the sedimentation phenomenon of building structure and partition material and earthquake bring is controlled and alleviates, thereby the intensity of partition wall, stability are formed to the defects such as adverse effect, and the purpose of this utility model is to provide a kind of keel of partition wall frame.
For achieving the above object, a kind of keel of partition wall frame is provided in the utility model embodiment, has comprised head track, end rail and centre keel, head track is connected with the both ends of centre keel respectively with end rail, centre keel comprises sedimentation adjusting part and main joist, and sedimentation adjusting part and main joist are slidably connected.
This keel of partition wall shelf structure is simple, the structure that to have changed prior art center keel be integral type, the centre keel of this keel shoe is slidably connected and is formed by sedimentation adjusting part and main joist, between sedimentation adjusting part and main joist slidably, the length that is to say centre keel can regulate by the slip between sedimentation adjusting part and main joist, thereby the building partition that is applicable to differing heights, applicability is extensive, solved in prior art as adapting to the building partition of differing heights, centre keel need to be cut, thereby cause the wasting of resources, the defects such as financial cost raising, the utility model is simple in structure, install, convenient disassembly, in addition when nonbearing partition is subject to building settlement stress that external environment brings, between sedimentation adjusting part and main joist for relieve stresses can be carried out elastic buffer adjusting, the difference in height that this stress is brought is finely tuned, thereby stress is eased, can not impact centre keel, guaranteed the safety of whole keel shoe, reliably, thereby the stress that the external environments such as building settlement or earthquake are brought partition wall is alleviated, easy to use, there is multifunctionality, practical.
Further, sedimentation adjusting part is mutually nested with main joist.In the technical program, being slidably connected between sedimentation adjusting part and main joist is further limited, sedimentation adjusting part is mutually nested with main joist, sedimentation adjusting part and main joist are provided with chute, sedimentation adjusting part is socketed in the chute of main joist, so just, can be slidably connected, simple to operate.
Further, sedimentation adjusting part comprises punching section bar, spring and is connected to the hook of both ends of the spring, and punching section bar has at least one installing hole, and the hook of spring one end hangs in installing hole, and the hook of the spring other end hangs over the top of main joist.In the technical program, sedimentation adjusting part is further limited, sedimentation adjusting part comprises spring, spring has flexible ability, can alleviate and weaken building settlement to the pressure of partition wall or stress, the maximum flexibility variable of spring is 20mm, sedimentation pressure is consumed in the elastic range of spring, therefore on partition wall again during mounting decoration panel, because spring has been alleviated settlement stress, therefore the structure inside of decoration panel will do not affected, thereby make the structural safety of decoration panel, stable, spring can make keel lengthen 60-200mm in addition, on punching section bar, have a plurality of installing holes, the hook of spring can be installed according to selecting, hole column pitch 20mm, be that centre keel can be adjusted height to 160mm by installing hole, simple to operate, practicality is extensive.
Further, the top of main joist has groove, and the hook of sedimentation adjusting part hangs in groove.In the technical program, the top of main joist is opened reeded object and is mainly used in hook to play spacing effect, can guarantee that hook is in stressed adjusting, and do not slide in the top of main joist again, thereby cause being subject to force unbalance, installs firmly.
Further, installing hole and groove both sides are fixing reinforcing rib all, and reinforcing rib has guaranteed that, when spring tension is excessive, installing hole and groove can not damage, and can bear larger pulling force.
Further, on the chute lateral wall of punching section bar and main joist, all have mounting groove.In the technical program, the cross section of mounting groove and hanging hole is round and smooth arcuate structure, mates with spring steel wire diameter, assurance stress surface is even, all there is reinforcing rib design the both sides of mounting groove and groove, guarantee that steel plate can stress deformation, realize spring and can not slide.
The beneficial effects of the utility model are: the utility model coordinates to regulate centre keel flexible scope in height by sedimentation adjusting part and main joist, not only extended the height of centre keel, and sedimentation adjusting part can be alleviated building settlement, the stress that the external environments such as earthquake are brought to partition wall, guaranteed that partition wall is in different temperatures, safety under season environment, stability, integrality, height due to centre keel can regulate simultaneously, thereby make centre keel applicable to the building partition of differing heights, processing and installation effectiveness have been improved, reduced financial cost, practical.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 2 is the phantom drawing of the centre keel of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 3 is the explosive view of the centre keel of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 4 is the top view of the centre keel of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 5 is the top view of the sedimentation adjusting part of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 6 is the front view of the sedimentation adjusting part of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 7 is the top view of the main joist of a kind of keel of partition wall frame described in the utility model embodiment;
Fig. 8 is the front view of the main joist of a kind of keel of partition wall frame described in the utility model embodiment;
In figure,
1, head track; 2, end rail; 3, centre keel; 4, sedimentation adjusting part; 5, main joist; 6, spring; 7, hook; 8, installing hole; 9, groove; 10, mounting groove; 11, chute; 12, punching section bar; 13, reinforcing rib.
The specific embodiment
Below by specific embodiment, also by reference to the accompanying drawings the utility model is described in further detail.
Embodiment 1, as shown in Fig. 1-8, a kind of keel of partition wall frame described in the utility model embodiment, comprise head track 1, end flange of rail rail 2 and centre keel 3, head track is connected with the both ends of centre keel respectively with end rail, centre keel comprises sedimentation adjusting part 4 and main joist 5, and sedimentation adjusting part and main joist are slidably connected.
This keel of partition wall shelf structure is simple, easy to use, centre keel is slidably connected and is formed by sedimentation adjusting part and main joist, between sedimentation adjusting part and main joist slidably, that is to say the adjustable in length of centre keel, thereby the building partition that is applicable to differing heights, applicability is extensive, solved in prior art as adapting to the building partition of differing heights, centre keel need to be cut, cause the defects such as the wasting of resources and financial cost raising, the utility model is simple in structure, install, convenient disassembly, when building settlement, sedimentation adjusting part can be finely tuned the height of main joist according to suffered stress, thereby the stress that the external environments such as building settlement or earthquake are brought partition wall is alleviated, easy to use, there is multifunctionality, simple to operate, the extraneous stress that both can be subject to partition wall is alleviated, also can regulate the height of centre keel, practical.
Embodiment 2, as shown in Fig. 1-8, a kind of keel of partition wall frame described in the utility model embodiment, comprise head track, end flange of rail rail and centre keel, head track is connected with the both ends of centre keel respectively with end rail, centre keel comprises sedimentation adjusting part and main joist, and sedimentation adjusting part and main joist are slidably connected.
Further, sedimentation adjusting part is mutually nested with main joist.Sedimentation adjusting part is mutually nested with main joist, sedimentation adjusting part and main joist are provided with chute, sedimentation adjusting part is socketed in the chute 11 of main joist, so just, can be slidably connected, simple to operate, thereby make centre keel regulate height by being socketed the difference of length between sedimentation adjusting part and main joist, building partition applicable to differing heights, further, sedimentation adjusting part comprises punching section bar 12, spring 6 and the hook 7 that is connected to both ends of the spring, punching section bar has at least one installing hole 8, the hook of spring one end hangs in installing hole, the hook of the spring other end hangs over the top of main joist.Sedimentation adjusting part is socketed in the chute of main joist, be positioned on the punching section bar of main joist and at least have an installing hole, the hook of spring bottom hangs in installing hole, the hook on spring top hangs over the top of main joist, when building sinking or partition wall, be subject to downward stress, punching section bar can be along the chute down sliding in main joist, now owing to having spring between sedimentation adjusting part and main joist, spring extends under the effect of power, centre keel can bending or twisting, whole centre keel can have certain buffering to power, integral body can not be affected, due to centre keel internal damping, so the length of centre keel itself is constant, therefore to the outer ornament on partition wall, can not be affected, easy to use, simple to operate, can shorten the length of keel also can extend, compliance is extensive.
Spring has flexible ability, can alleviate and weaken building settlement to the pressure of partition wall or stress, the maximum flexibility variable of spring is 20mm, sedimentation pressure is consumed in the elastic range of spring, therefore on partition wall again during mounting decoration panel, because spring has been alleviated settlement stress, therefore the structure inside of decoration panel will do not affected, thereby make the structural safety of decoration panel, stable, spring can make keel lengthen 60-200mm in addition, on the first keel, have a plurality of installing holes, the hook of spring can be installed according to selecting, hole column pitch 20mm, be that centre keel can be adjusted height to 160mm by installing hole, simple to operate, practicality is extensive.
Spring in sedimentation adjusting part can also be other elastic construction, as long as have elastic force.Further, the top of main joist has groove 9, and the hook of sedimentation adjusting part hangs in groove.Further, installing hole and groove both sides are fixing reinforcing rib 13 all, and reinforcing rib has guaranteed that, when spring tension is excessive, installing hole and groove can not damage, and can bear larger pulling force.Further, on the chute lateral wall of punching section bar and main joist, all have mounting groove 10.
Test one: the keel of partition wall frame product that the utility model is provided is for building construction, hang in the nonbearing partition of wood veneer and glass wall facing, the elastic coefficient is designed to 2kg/mm, after going through the variation of a winter and summer and newly-built foundation settlement, the actual spring amount of tension of the keel of partition wall frame that use the utility model provides is 6mm, centre keel holding capacity is 12kg, there is not lateral bending and twisted phenomena in centre keel, smooth stable, the vertical keel of decoration panel does not have lateral deformation phenomenon.
Test two: the keel of partition wall frame product that the utility model is provided is for construction project, between smallpox and earth construction, surveying dimensional errors reaches more than 30mm, when if the keel that provide in use prior art are installed, need in-site measurement, install and adjust setting height(from bottom), workman's workload is larger, even centre keel is again cut and can not reach the effect that rational installation is supported of doing, the keel of partition wall frame that uses the utility model to provide is installed by sedimentation adjusting part, sedimentation adjusting part can make the length of centre keel possess the capable of regulating space of the difference in height of 160mm, guarantee that each vertical keel all can reach tolerance compensating.
Test three: for installation effectiveness, install and compare with keel shoe of the prior art, centre keel of the prior art when mounted, need to rationally be measured, cut, finally install again, trouble is installed, wastes time and energy, the keel of partition wall frame that uses the utility model to provide, after can adjusting height by sedimentation adjusting device, directly install, installation effectiveness has improved 30-40% than the installation effectiveness of prior art center keel, time saving and energy saving, practical.
As can be seen here, in non-bearing steel keel partition wall field, adopt the method for designing of the spring sedimentation of sedimentation adjusting part, this centre keel possesses the telescopicing performance of certain altitude scope, effectively overcome the STRESS VARIATION that earthquake, building settlement etc. bring, reduce the stress pressure of decorative wall panels, improve safety, stability, the integrality of partition wall, improve project installation speed, reduce installation process material unaccounted-for (MUF), easy for installation, simple to operate, improved installation effectiveness, there is practicality.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (2)
1. a keel of partition wall frame, comprise head track (1), end rail (2) and centre keel (3), head track is connected with the both ends of centre keel respectively with end rail, it is characterized in that: centre keel comprises sedimentation adjusting part (4) and main joist (5), and sedimentation adjusting part and main joist are slidably connected; Sedimentation adjusting part comprises punching section bar (12), spring (6) and is connected to the hook (7) of both ends of the spring, punching section bar has at least one installing hole (8), the hook of spring one end hangs in installing hole, and the hook of the spring other end hangs over the top of main joist.
2. keel of partition wall frame according to claim 1, is characterized in that: sedimentation adjusting part is mutually nested with main joist.
3
.keel of partition wall frame according to claim 1, is characterized in that: the top of main joist has groove (9), and the hook of sedimentation adjusting part hangs in groove.
4
.keel of partition wall frame according to claim 3, is characterized in that: installing hole and groove both sides are fixing reinforcing rib (13) all.
5
.keel of partition wall frame according to described in claim 1-4 any one, is characterized in that: on the chute lateral wall of punching section bar and main joist, all have mounting groove (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420171627.9U CN203867004U (en) | 2014-04-10 | 2014-04-10 | Partition wall joist frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420171627.9U CN203867004U (en) | 2014-04-10 | 2014-04-10 | Partition wall joist frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203867004U true CN203867004U (en) | 2014-10-08 |
Family
ID=51647974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420171627.9U Expired - Lifetime CN203867004U (en) | 2014-04-10 | 2014-04-10 | Partition wall joist frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203867004U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499851A (en) * | 2019-09-03 | 2019-11-26 | 重庆德新纪源科技有限公司 | A kind of assembled anti-knock partition wall |
| CN111789459A (en) * | 2020-07-22 | 2020-10-20 | 成都百威凯诚科技有限公司 | Adjustable screen and construction method thereof |
-
2014
- 2014-04-10 CN CN201420171627.9U patent/CN203867004U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499851A (en) * | 2019-09-03 | 2019-11-26 | 重庆德新纪源科技有限公司 | A kind of assembled anti-knock partition wall |
| CN110499851B (en) * | 2019-09-03 | 2020-11-10 | 台州学院 | Assembled antidetonation partition wall |
| CN111789459A (en) * | 2020-07-22 | 2020-10-20 | 成都百威凯诚科技有限公司 | Adjustable screen and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Zhenquan Inventor after: Li Meng Inventor after: Chen Yiping Inventor after: Meng Jianguo Inventor before: Wang Zhenquan |
|
| COR | Change of bibliographic data | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141008 |