CN206102185U - Spring pre -compaction altitude mixture control formula subregion bed net - Google Patents

Spring pre -compaction altitude mixture control formula subregion bed net Download PDF

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Publication number
CN206102185U
CN206102185U CN201620698948.3U CN201620698948U CN206102185U CN 206102185 U CN206102185 U CN 206102185U CN 201620698948 U CN201620698948 U CN 201620698948U CN 206102185 U CN206102185 U CN 206102185U
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China
Prior art keywords
spring
bed net
subregion
subregions
different
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Expired - Fee Related
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CN201620698948.3U
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Chinese (zh)
Inventor
程学军
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Jinke'er (shanghai) Bedding Co Ltd
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Priority to CN201620698948.3U priority Critical patent/CN206102185U/en
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Publication of CN206102185U publication Critical patent/CN206102185U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model relates to a spring pre -compaction altitude mixture control formula subregion bed net, including subregion bed net structure and bed net bearing structure, wherein, subregion bed net structure includes a plurality of spring subregions, be equipped with spring in bags in a plurality of spring subregions respectively, the line of the spring part of the spring in bags in the different spring subregions directly is the samely, line footpath each the same spring part has different pre -compaction height according to the subregion, bed net bearing structure includes horizontal pole, sheer pole and connection spring between them central. The utility model discloses using the steel wire with a ray of footpath, can reaching the same holding power under the circumstances of using steel wire still less, the vertebra is unfolded in the use, blood circulation unblocked, helps improving the sleep quality.

Description

Spring precompressed altitude mixture control formula subregion bed net
Technical field
This utility model is related to bed accessory technical field, specifically a kind of spring precompressed altitude mixture control formula subregion bed net.
Background technology
As economic and society constantly develops, people's sleep mattress used quietly there occurs great change;It is full Sufficient people are to mattress comfort level, the requirement of hommization, while the attention degree of healthy sleep is improved constantly also with people, respectively Plant different subregions bed net just constantly to get their way into people's lives.
Can in the market all of bed net generally using the steel wire or different laminated construction of different line footpaths come on realizing State purpose.Bed net wherein using the steel wire of different line footpaths is relatively conventional,
CN2013201094187 Chinese patents disclose a kind of soft or hard partitioned mattress, are provided with soft zone and hard area.It leads to Cross the line footpath of different springs(Respectively 1~3.2cm and 0.8~3cm)To realize the differentiation of soft zone and hard area.But work as and use Person lies when being pressed in bed body, bed body more accurately can not fit with the intermediate pressure section of lying of body and support human body each position. Sleep comfort level and sleep quality are so not only have impact on, the blood circulation of human body can be also affected.Said structure is for steel wire Using not economical enough, the heavier-weight of bed accessory, relatively costly, carrying difficulty is caused to increase.Due to mutually level spring supporting Power difference, line footpath difference are fixed, and support force difference is fixed, it is impossible to be based entirely on body curve and done perfect matching, arrange inadequate Science.In addition from for processing and manufacturing, material at least needs two or more steel wires, needs stock species to increase, quantity in stock meeting Amplify;Simultaneously Fund Flow of Enterprises also can affect.And specification is changed every time, to waste more manpower and materials.
CN2010206110587 Chinese patents disclose a kind of seven sections of partitioned mattress of solid, head, the shoulder of correspondence human body Portion, back, waist, buttocks, seven regions at seven positions in leg and foot be correspondingly arranged on that axial height is consistent and elasticity not Identical groups of springs.Although this document solves the problems, such as bed net subregion, but does not clearly state the different reality of spring Existing mode;And lamination is more, thus all there are some problems in the stability of support strength and each laminated edge.
The content of the invention
This utility model is the above-mentioned existing problem of solution, it is desirable to provide a kind of all to be made using the steel wire of same line footpath Spring precompressed altitude mixture control formula subregion bed net, the resources of production can be saved, that is, reduce production process in, the conversion materials frequency.
The technical solution adopted in the utility model includes subregion bed net structure and bed net supporting construction;Wherein, subregion bed net Structure includes some spring subregions, bagged-spring is respectively equipped with some spring subregions, in the different spring subregions The line footpath of the spring members of bagged-spring is identical, and described each spring members of line footpath identical have difference according to subregion Precompressed height;Bed net supporting construction includes the central spring of both cross tube, sheer pole and connection.
Wherein, the spring members are formed bagged-spring by non-woven wraps.
Wherein, the cross tube, sheer pole are level, and central spring connects respectively upper horizontal stroke by upper brace and lower brace One end of bar and sheer pole;Another central spring connects respectively cross tube and sheer pole by another to upper brace and lower brace The other end.
Compared to the prior art, this utility model is by adjusting the poor to realize bed net subregion comfort level of spring precompressed height It is different, reach the purpose of the spring that different hardness is produced using the steel wire of same line footpath;About 10% steel wire can be saved, can be with Identical support force is reached in the case of using less steel wire;And with more resilience, hence it is evident that lift the comfortableness of mattress And support force.When user is lain to be pressed in bed body, bed body can more accurately each position be fitted with human body, and support each The different set down weight in position, in use, will not produce strong stress sense so that vertebra is unfolded, blood circulation is smooth It is logical;Sleep comfort level is not only increased, and contributes to improving the health care of sleep quality.
Description of the drawings
Fig. 1 is the structural representation of this utility model one embodiment;
Fig. 2 is the structural representation of the spring members of different precompressed height.
Specific embodiment
In conjunction with accompanying drawing, the utility model is further described.
Referring to Fig. 1, Fig. 1 shows one embodiment of the present utility model, including subregion bed net structure and bed net are supported Structure;Wherein, subregion bed net structure includes some spring subregions, is respectively equipped with bagged-spring in some spring subregions, institute The line footpath for stating the spring members of the bagged-spring in different spring subregions is identical, described each spring members of line footpath identical There are different precompressed height according to subregion.
In being embodied as, spring members are all using the steel wire of same line footpath, the precompressed before being pocketed by regulation spring Highly realizing the support of different elastic force.
Referring to Fig. 2, according to Hooke's law △ F=k Δ x:When steel wire phosphorus content, line footpath, the number of turns, waist footpath, heat time heating time, When forming shape is identical, the change of spring supporting power F is only relevant with the variable quantity of spring precompressed height, is cut into direct ratio, thus may be used The factor for seeing impact resilient support only is exactly the precompressed height before pocketing.The concrete test data of the present embodiment refers to following table:
Mainly the sack made by spring and non-woven fabrics is constituted bagged-spring.Precompressed height before due to pocketing is different, bullet Spring part produces unfixed support force when pressurized(And the mattress bed net of traditional subregion is all the situation in equal precompressed height Under embody different support forces by different steel wire line footpaths), by finely tuning spring members and pocketing before different precompressed height with Different support forces are reached, base of principle of human engineering is realized:Head, shoulder, the back of the body, waist, buttockss, lower limb etc. account for full weight ratio, there is provided more Accurately support force, makes the more reasonable more scientific dispersion of body wt.Natural curve is kept in sleep, makes spinal joint obtain Preferably loosen.
Particular, it is important that in process of production, the subregion bed net structure of the present embodiment only needs to the steel of same specification Silk.Tradition changes the mode of line footpath then needs the steel wire of all size(1~3.2cm as mentioned in the background art and 0.8 The selection of~3cm difference line footpath steel wires), there is dress by mistake from very loaded down with trivial details in raw material this link in production work Probability;And because the amount of the steel wire of different size is different, the use that the use having in steel wire much has must be lacked, in daily management Stock up, warehouse cost problem is especially projected.
Simultaneously can be with material-saving, improve production efficiency.
Bed net supporting construction includes the central spring of both cross tube, sheer pole and connection.The cross tube, sheer pole are equal For level, central spring connects respectively one end of cross tube and sheer pole by upper brace and lower brace;Another central spring By another other end for connecting cross tube and sheer pole respectively to upper brace and lower brace.
Bed net supporting construction in the present embodiment improves the support strength of mattress edges, effectively improves collapsing of the edges and asks Topic, the phenomenon for improving the yielding evagination of existing supporting construction, the use face for efficiently solving the problems, such as anti-slip, improve mattress Product.The present embodiment structure is together constituted with above-mentioned subregion bed net structure.
The present embodiment is different from spring force coefficient different degrees of to realize by the difference for adjusting spring precompressed height Support force.When user is lain to be pressed in bed body, bed body can more accurately each position be fitted with human body, and each portion of support The different set down weight in position.So in use, strong stress sense will not be produced so that vertebra is unfolded, blood circulation It is unimpeded, sleep comfort level is not only increased, and contribute to improving the health care of sleep quality.
Embodiment of the present utility model is described above in conjunction with drawings and Examples, the structure that embodiment is given not structure Restriction of the present utility model in pairs, those skilled in the art in the art can be according to needing to adjust, in claims In the range of make various modifications or modification in protection domain.

Claims (3)

1. a kind of spring precompressed altitude mixture control formula subregion bed net, it is characterised in that:Knot is supported including subregion bed net structure and bed net Structure;
Wherein, subregion bed net structure includes some spring subregions, and in some spring subregions bagged-spring is respectively equipped with, described The line footpath of the spring members of the bagged-spring in different spring subregions is identical, and described each spring members of line footpath identical are pressed There are different precompressed height according to subregion;
Bed net supporting construction includes the central spring of both cross tube, sheer pole and connection.
2. a kind of spring precompressed altitude mixture control formula subregion bed net according to claim 1, it is characterised in that:The spring Part is formed bagged-spring by non-woven wraps.
3. a kind of spring precompressed altitude mixture control formula subregion bed net according to claim 1, it is characterised in that:The upper horizontal stroke Bar, sheer pole are level, and central spring connects respectively one end of cross tube and sheer pole by upper brace and lower brace;It is another Central spring is by another other end for connecting cross tube and sheer pole respectively to upper brace and lower brace.
CN201620698948.3U 2016-07-05 2016-07-05 Spring pre -compaction altitude mixture control formula subregion bed net Expired - Fee Related CN206102185U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620698948.3U CN206102185U (en) 2016-07-05 2016-07-05 Spring pre -compaction altitude mixture control formula subregion bed net

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620698948.3U CN206102185U (en) 2016-07-05 2016-07-05 Spring pre -compaction altitude mixture control formula subregion bed net

Publications (1)

Publication Number Publication Date
CN206102185U true CN206102185U (en) 2017-04-19

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109033706A (en) * 2018-08-27 2018-12-18 宝鸡华保家具有限责任公司 A method of calculating mattress comfort
WO2022166731A1 (en) * 2021-02-04 2022-08-11 谷业权 Adaptive pressure-bearing method, pressure-bearing structure, bedding product, and seating product

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109033706A (en) * 2018-08-27 2018-12-18 宝鸡华保家具有限责任公司 A method of calculating mattress comfort
WO2022166731A1 (en) * 2021-02-04 2022-08-11 谷业权 Adaptive pressure-bearing method, pressure-bearing structure, bedding product, and seating product

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20171110

Address after: 201615 Jin Road 258, Jiuting Town, Shanghai, Songjiang District

Patentee after: Jinke'er (Shanghai) bedding Co. Ltd.

Address before: 201615 Jin Road 258, Jiuting Town, Shanghai, Songjiang District

Co-patentee before: Cheng Xuejun

Patentee before: Jinke'er (Shanghai) bedding Co. Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170419

Termination date: 20190705

CF01 Termination of patent right due to non-payment of annual fee