CN201486065U - Combined-type rail device employing simple assembly method - Google Patents

Combined-type rail device employing simple assembly method Download PDF

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Publication number
CN201486065U
CN201486065U CN2009201550060U CN200920155006U CN201486065U CN 201486065 U CN201486065 U CN 201486065U CN 2009201550060 U CN2009201550060 U CN 2009201550060U CN 200920155006 U CN200920155006 U CN 200920155006U CN 201486065 U CN201486065 U CN 201486065U
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crossbeam
groove
column
tenon
sheet
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Expired - Fee Related
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CN2009201550060U
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Chinese (zh)
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黄瑞平
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Individual
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Individual
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Abstract

The utility model relates to a combined-type rail device employing a simple assembly method, which comprises a horizontal upper beam and a lower beam, and an intermediate vertical upright post and other decorative plates, wherein a groove structure is formed on the upper and the lower beams. A raised tenon strip is respectively arranged on two walls of the groove on the beam, a tenon hole is respectively formed at two ends of the upright post, and the upright post passes through the tenon strip of the groove on the beam and is embedded in the groove on the beam; a beam coating piece provided with a raised tenon tooth structure corresponding to the tenon strip of the groove on the beam can be clamped above the groove on the beam and at the two ends of the upright post, so as to play the fastening function. The utility model has simple mounting method without such procedures as drilling, riveted joint or welding and the like, and solid and simple structure, thereby facilitating later adjustment or reutilization.

Description

The simple modular railing device of a kind of assemble method
Affiliated technical field
The utility model relates to a kind of railing structure, particularly relates to the simple modular railing device of a kind of assemble method.
Background technology
At present, known railing structure is made up of lower and upper cross-member and middle vertical rod thereof.And the assembling fixed form between crossbeam and the vertical rod perhaps adopts the mode of welding to fix mainly by boring screw or riveted and fixed.This common railing structure has following shortcoming, work progress complexity not only, constructor's technology is required high, and its fixing means all causes damage to the raw material outward appearance, in case make mistakes, raw material can only all be scrapped, and also can not after construction lifeline be regulated or utilize once more.
Summary of the invention
In order to overcome the existing loaded down with trivial details and destructive assemble method of railing, the utility model provides a kind of modular railing device, and it has adopted the tenon built up structure of pre-molding, and assemble method is simple, and lever positions can be regulated and regeneration once more.
The technical scheme that its technical problem that solves the utility model adopts is: suppress groove with the same width of vertical rod in the one side of crossbeam butt joint vertical rod, the tenon bar that protrusion is arranged on the groove walls, two-end part in vertical rod has corresponding mortise, vertical rod can be through in the crossbeam groove, fixation has been moved in the upper and lower displacement of vertical rod.Increased crossbeam in addition and covered sheet, this covers the tenon dental structure that sheet and crossbeam groove part have corresponding protrusion, and can be firm be stuck on the crossbeam groove moved fixation to the right and left displacement of vertical rod.
The beneficial effects of the utility model are, the assemble method of this modular railing device is very simple, do not need crossbeam and vertical rod are holed or welded the equivalent damage operation, when needing to regulate the vertical rod position, only need length and position that simple adjusting crossbeam covers sheet to get final product, reached the purpose of regeneration.In this simultaneously, the groove part of crossbeam can also be used to installing various flat sheet, has the practical value of multiple style.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the D structure figure of basic embodiment of the present utility model.
Fig. 2 is the stereogram of the utility model under the practical combinations state.
Fig. 3 is the sectional plane constructional drawing of the utility model along the A-A direction of Fig. 2.
Sectional structural map and stereogram when Fig. 4 is each isolation of components of the basic embodiment of the utility model.
Fig. 5 is the utility model installation process schematic diagram.
Fig. 6,7, the 8th, the generalized section of other embodiment of beam structure spare of the present utility model.
Fig. 9 is the combination schematic diagram of the utility model embodiment of being used for the mounting plane dalle.
Figure 10 is the sectional plane constructional drawing of Fig. 9 embodiment along the B-B direction.
Figure 11 is the constructional drawing with the matching used a kind of railing post of the utility model.
Figure 12 is the whole railing style design sketch that each embodiment of the utility model and vertical rod shown in Figure 11 and handrail form a complete set of and finish.
1. crossbeams among the figure, 2. column, 3. crossbeam covers sheet, 4. crossbeam groove, 5. crossbeam groove tenon bar,
6. column mortise, 7. crossbeam covers sheet and protrudes tenon tooth, 8. dalle.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is elaborated:
In basic embodiment shown in Figure 1, the lower and upper cross-member of horizontal direction (1) has crossbeam groove (4) structure of moulding, the crossbeam groove tenon bar (5) that projection is arranged on two walls of crossbeam groove (4), the interposition that connects lower and upper cross-member (1) is equipped with column (2), there is the column mortise (6) corresponding with crossbeam groove tenon bar (5) at the two ends of column (2), column (2) passes crossbeam groove tenon bar (5) by column mortise (6) and is enclosed within crossbeam groove (4) lining, crossbeam covers sheet (3) to have and covers sheet with the corresponding crossbeam that agrees with of crossbeam groove tenon bar (5) and protrude tenon tooth (7) structure, the top that is stuck in crossbeam groove (4) that can be firm and the two ends of column (2).
In the structure of figure one, the column mortise (6) of column (2) passes crossbeam groove tenon bar (5) and is enclosed within crossbeam groove (4) lining, therefore fix at above-below direction, crossbeam covers the both sides that sheet (3) then is stuck in column (2), limited column (2) moving in the horizontal direction, therefore, its entire combination structure is very firm, does not need extra boring riveted joint, screw to reinforce or adopt reinforcement of weld.Its limit of strength is the stressed limit of raw material itself, and other install the limit of strength of reinforcement means far above welding, riveted joint etc.
Simultaneously, via figure one structure as can be known, when the position of wanting column is regulated, only need to prize corresponding crossbeam and cover sheet (3), readjust stud, and change corresponding crossbeam and cover sheet (3) and get final product, so, greatly reduce raw-material waste, reached the purpose of regeneration.
In addition, the utility model is because each parts all adopts mortise structure, and outward appearance need not holed or weld, or adopts other connected modes, and is simple in structure, and profile is succinct, attractive in appearance, generous.
Fig. 2 is an actual user mode of the present utility model, and it covers sheet (3) by a pair of lower and upper cross-member (1) and the vertical rod (2) of many groups and crossbeam and forms.The railing two ends have vertical columns to fix or embed in the body of wall in addition, and the fixing means at railing two ends is general fixed form, wouldn't enumeration at this.
In the sectional plane constructional drawing of the A-A direction of Fig. 2 shown in Figure 3, the mortise structure of each assembly as can be seen, the column mortise (6) of column (2) passes crossbeam groove tenon bar (5) and is enclosed within crossbeam groove (4) lining, crossbeam covers sheet (3) and covers sheet protrusion tenon tooth (7) by crossbeam, block crossbeam groove tenon bar (5), cover on the crossbeam groove (4).
The utility model is a symmetrical structure up and down, equally has the multi-disc crossbeam to cover sheet (3) at the top rail position and is incumbent on the crossbeam groove (4) of crossbeam (1).
Fig. 4 is sectional drawing and the stereogram under the utility model various piece released state, can see that groove tenon bar (5) and crossbeam cover sheet and protrude the ramp structure that tenon tooth (7) has correspondence, when crossbeam covers sheet (3) when crossbeam groove (4) is mobile, groove tenon bar (5) and crossbeam cover the repulsive force that ramp structure that sheet protrudes tenon tooth (7) can form horizontal direction, make groove tenon bar (5) and crossbeam cover sheet and protrude tenon tooth (7) slight deformation, cover sheet protrusion tenon tooth (7) until crossbeam and snap in the crossbeam groove (4).
In conjunction with the constructional drawing of Fig. 3 and Fig. 4, the width of column (2) is slightly less than the width of crossbeam groove (4), and column mortise (6) then is slightly larger than groove tenon bar (5), and therefore, column (2) can be enclosed within crossbeam groove (4) lining and slide, and adjusts the position.Crossbeam covers sheet (3) and crossbeam and covers sheet and protrude tenon tooth (7) size and then agree with crossbeam groove (4) and groove tenon bar (5), and the crossbeam that blocks that can be firm covers sheet and protrudes tenon tooth (7) and cover on the crossbeam groove (4).
In addition, because the raw material that the utility model adopts are elastomeric material, therefore, crossbeam covers sheet (3) and crossbeam groove (4) and accessory structure thereof not to be needed identical, the error part can be regulated by raw-material elasticity, therefore, this structure requires can not increase raw-material moulding and difficulty of construction.
In Fig. 5, column mortise (6) the alignment indentation tenon bar (5) of column (2) is inserted in crossbeam groove (4), moves to suitable installation site, more sizeable crossbeam is covered sheet (3) and block the column two ends, vertically squeeze into, form firm braced structures, repeatedly repeat this step, add many vertical rods and crossbeam and cover sheet, again with same method, be inserted in top rail, and fixedly the crossbeam of respectively organizing of top rail covers sheet, the final actual use assembled state that realizes as shown in Figure 2.
Fig. 6,7,8 each figure have embodied other moulding that beam structure of the present utility model extends out in basic moulding, as circle, trapezoidal, rectangle or the like, can see, they all have structures such as identical groove and groove tenon bar with the crossbeam of basic moulding, cover sheet (3) combination with crossbeam and can finish the same function of basic embodiment, belong to embodiment moulding of the present utility model together.
Crossbeam groove (4) part of crossbeam of the present utility model (1) can have certain thickness flat sheet in installation, forms new utility function, just as shown in Figure 9, is another embodiment of the present utility model.Adopted beam structure shown in Figure 6 in this example, employing has certain thickness flat sheet, between the groove of installation and lower and upper cross-member, perhaps sheet material and column is used in combination, and reaches to cause more decoration and practical function.
Figure 10 is the sectional drawing along hatching B-B direction embodiment illustrated in fig. 9, by seeing among the figure, dalle (8) is installed between the lower and upper cross-member groove (4), its thickness size equals the width between the groove tenon bar (5), distance between it highly equals at the bottom of the lower and upper cross-member groove, therefore, what dalle (8) can be firm is installed between two crossbeams, position in the horizontal direction can be covered sheet (3) with crossbeam and be fixed as vertical columns.
The material that the crossbeam of this product (1), column (2), crossbeam cover sheet (3) is various metal material or plastic materials such as rubber-like aluminium alloys, stainless steel, and the material of dalle (8) can adopt metal sheet, plastic plate, poly (methyl methacrylate) plate, glass plate or other prefabricated panels.
Figure 11 showed a kind of can with the matching used railing post of the utility model, it is made up of two column cylinders of last lower pillar stand pedestal and front and back, between two cylinders in front and back a horizontal space is arranged, the size in this space is just consistent with the sectional width of the utility model crossbeam.With the supporting use of the utility model the time, regulate the height of this column pedestal, make the top of bottom base consistent with the bottom level of front rail, make the bottom of top base consistent with the overhead height of front rail, when railing is installed, the space before and after railing inserts between the cylinder, and limited the position of vertical direction by last bottom base, do not need extra fixedly operation, both are used in combination, and have further simplified the erection procedure of product.
Figure 12 has showed the whole structure figure of the guardrail that railing described in the utility model and other structural members constitute, whole protective guard by railing, overlap various members such as vertical columns and handrail more and form, railing has partly been showed two kinds of effects of pure post and rail shown in Figure 2 and the dull and stereotyped railing of folder shown in Figure 9, column has partly adopted structure shown in Figure 11, railing can be transverse in the hollow position in the middle of the column, therefore only need be fixed at two ends, the column of mid portion and railing do not need to be fixed, and have reduced construction sequence.
In sum, the utility model provides a kind of combination balustrade structure that does not need loaded down with trivial details erection procedure, profile is succinct, attractive in appearance and firm in structure, simple installation, reduced the requirement of installation cost and mounting process, also reduced the loss that the construction error brings, be convenient to later stage adjusting and regeneration, had quite high practical technique and be worth.

Claims (5)

1. the simple modular railing device of assemble method comprises the lower and upper cross-member of horizontal direction and middle vertical pillars and other dalles composition; It is characterized in that:
The lower and upper cross-member of horizontal direction has the crossbeam groove structure of moulding, and the crossbeam groove tenon bar of projection is arranged on two walls of crossbeam groove, and there is the column mortise at the column two ends of vertical direction, and column can pass crossbeam groove tenon bar by the column mortise and be enclosed within the crossbeam groove; And the crossbeam that increases newly covers sheet and has and cover sheet with the corresponding crossbeam that agrees with of crossbeam groove tenon bar and protrude the tenon dental structure, can be stuck in the top of crossbeam groove and the two ends of column and play the fastening effect in location.
2. the simple modular railing device of assemble method according to claim 1 is characterized in that:
The width of column is slightly less than the width of crossbeam groove, and the column mortise then is slightly larger than groove tenon bar, and therefore, column can be enclosed within the crossbeam groove and slide.
3. the simple modular railing device of assemble method according to claim 1 is characterized in that:
Crossbeam covers sheet and crossbeam and covers sheet and protrude tenon tooth size and agree with crossbeam groove and groove tenon bar, and groove tenon bar and crossbeam cover sheet and protrude the ramp structure that the tenon tooth has correspondence, can make crossbeam cover sheet and be pressed into the crossbeam groove, and the firm crossbeam that blocks covers sheet and protrudes the tenon tooth and cover on the crossbeam along vertical direction.
4. the simple modular railing device of assemble method according to claim 1 is characterized in that:
The section shape of crossbeam can be rectangle, circle or trapezoidal.
5. the simple modular railing device of assemble method according to claim 1 is characterized in that:
Can be used to install thickness and sizeable flat sheet between the groove of lower and upper cross-member, its thickness is the spacing between the groove tenon bar, and it highly is the spacing of lower and upper cross-member bottom portion of groove.
CN2009201550060U 2009-05-27 2009-05-27 Combined-type rail device employing simple assembly method Expired - Fee Related CN201486065U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201550060U CN201486065U (en) 2009-05-27 2009-05-27 Combined-type rail device employing simple assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201550060U CN201486065U (en) 2009-05-27 2009-05-27 Combined-type rail device employing simple assembly method

Publications (1)

Publication Number Publication Date
CN201486065U true CN201486065U (en) 2010-05-26

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2787144A1 (en) * 2013-04-02 2014-10-08 Alutec Oy Lower profile for balcony railing
CN105113848A (en) * 2015-08-04 2015-12-02 张敬生 Convenient-to-demount fence
CN108049263A (en) * 2018-01-22 2018-05-18 中唐空铁科技有限公司 Empty iron beam column construction track system
CN108086066A (en) * 2018-01-22 2018-05-29 中唐空铁科技有限公司 Facilitate the empty iron track girder of connection
CN108643604A (en) * 2018-04-24 2018-10-12 中国十七冶集团有限公司 A kind of pin-connected panel standard stair based on deep basal pit
CN111425061A (en) * 2020-04-07 2020-07-17 广东汇赢模块化房屋科技有限公司 Assembled enclosure for green construction

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2787144A1 (en) * 2013-04-02 2014-10-08 Alutec Oy Lower profile for balcony railing
CN105113848A (en) * 2015-08-04 2015-12-02 张敬生 Convenient-to-demount fence
CN108049263A (en) * 2018-01-22 2018-05-18 中唐空铁科技有限公司 Empty iron beam column construction track system
CN108086066A (en) * 2018-01-22 2018-05-29 中唐空铁科技有限公司 Facilitate the empty iron track girder of connection
CN108049263B (en) * 2018-01-22 2023-08-22 黑冻科技有限公司 Beam column structure track system for air railway
CN108643604A (en) * 2018-04-24 2018-10-12 中国十七冶集团有限公司 A kind of pin-connected panel standard stair based on deep basal pit
CN111425061A (en) * 2020-04-07 2020-07-17 广东汇赢模块化房屋科技有限公司 Assembled enclosure for green construction
CN111425061B (en) * 2020-04-07 2021-07-09 广东汇赢模块化房屋科技有限公司 Assembled enclosure for green construction

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100526

Termination date: 20130527