CN205276852U - Coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof - Google Patents
Coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof Download PDFInfo
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- CN205276852U CN205276852U CN201521033563.7U CN201521033563U CN205276852U CN 205276852 U CN205276852 U CN 205276852U CN 201521033563 U CN201521033563 U CN 201521033563U CN 205276852 U CN205276852 U CN 205276852U
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- frame
- scaffolding
- plate net
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- module
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Abstract
The utility model relates to a building scaffold field has especially involved a coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof. Coupling assembling is including connecting the fastener and connecting the frame, it is used for the sliding sleeve of cover on the scaffold horizontal pole and is used for wedging voussoir in order to fix the two between sliding sleeve and scaffold horizontal pole to connect the fastener to include, be equipped with the binding wing of outside extension on one side of sliding sleeve, connect to be equipped with on the frame and be used for on length direction and join the plug -in type anti -disengaging structure that the wing was pegged graft, plug -in type anti -disengaging structure have grafting opposite direction at least two and have the grafting stroke of settlement separately, one side that is close to the connection fastener when using of use connecting the frame is the rear side, the upside of connecting the frame is equipped with and supplies slot on the corresponding expanded metals male, the downside of connecting the frame is equipped with and supplies slot under the corresponding expanded metals male, the degree of depth that goes up the slot is lighter than the degree of depth of slot down. The utility model discloses an expanded metals has advantage efficient, low in labor strength with the coupling assembling of scaffold.
Description
Technical field
The utility model relates to building scaffold field, has particularly related to tie-in module and the connection fastener thereof of a kind of plate net with scaffolding and has been connected frame.
Background technology
In modern architecture, the high level of buildings is more and more higher, therefore can use scaffolding in the process of construction and assist, and meanwhile, in order to ensure the security of construction, the outside of scaffolding is all provided with corresponding net defence. In conventional manufacture process, net defence is all the general Dense mesh screen adopted, but practice shows, this kind of net defence exists protection insufficient rigidity, it is easy to destroyed; Protection is not tight, there is dead angle; Mesh sheet easily comes off, and needs frequent maintenance; The defects such as sound-insulating dust-proof weak effect, especially above-mentioned Dense mesh screen belongs to inflammable substance, is easy to the security incidents such as initiation fire in construction process; In addition, above-mentioned Dense mesh screen also also exists and pollutes not easy cleaning, and wastage rate are big, and the defect that the rate that recycles is low, causes the waste of lot of materials.
Due to the existence of the problems referred to above, in recent years, the net defence of steel, namely plate net starts to obtain application in building operation, the net defence of steel is the disposable all problems solving above-mentioned non-steel net defence and existing not only, and appearance effect is very good, it is possible to be greatly increased in the aesthetics building construction site, integrated environment around unlikely destruction building site, the therefore favor being subject to people progressively. Such as, notification number is all steel composite protective net disclosed in the Chinese patent of CN203821870U, notification number be CN201627355U Chinese patent disclosed in building operation scaffolding safety precaution enclosing etc. have and related to the content relevant to plate net.
But, due to net defence itself from before flexible structure turned into the plate net of rigid structure, therefore, the assembling of plate net is than obviously can comparatively inconvenience the net defence of former flexible structure, in prior art, the installation majority of plate net is realized by joint bolt, two patents above mentioned such as, just have relevant record respectively, due in architectural process, the quantity of the plate net used is bigger, if being all fixed with joint bolt, then obviously can reduce operating efficiency, increase construction labour intensity, the high efficiency developing direction of this and current building operation is incongruent.
Practical novel content
The purpose of this utility model is to provide the tie-in module of a kind of plate net and scaffolding, to improve the efficiency of assembling of plate net, reduces the labour intensity of mounting plate net.
Meanwhile, the purpose of this utility model also is to provide the connection fastener of above-mentioned plate net with the tie-in module of scaffolding and is connected frame.
In order to solve the problem, the tie-in module of plate net of the present utility model and scaffolding is by the following technical solutions: the tie-in module of plate net and scaffolding, comprise connection fastener and connect frame, described connection fastener comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately, taking connect frame in use near the side of connection fastener as rear side, the upside connecting frame is provided with the upper slot for the insertion of respective plate net, the downside connecting frame is provided with the lower slot for the insertion of respective plate net, the degree of depth of upper slot is less than the degree of depth of lower slot.
The described link wing is provided with hook and hangs anti-delinking part, and during with described plug-in type disconnecting prevention structure grafting, the link wing is hung anti-delinking part by described hook and is connected the anti-de-cooperation of frame.
The described link wing comprises from the sliding perpendicular plate putting outward extending leveling board and be connected away from sliding one end overlapped with leveling board, and anti-delinking part hung by described hook, and by erecting, plate is formed.
Being connected by middle part and leveling board and form T-shaped together with leveling board of described perpendicular plate.
Described slot is the groove running through and connecting frame front and back sides.
Sliding putting is provided with for the male part that coordinate, that outwards heave formation that leads with described voussoir.
The inner-wall surface of described sliding cover is provided with the two or more for coordinating with steel pipe on the side relative with described male part and supports muscle.
Above and/or under the front side wall of described upper slot the front side wall of slot be provided with for stop catch plate net in case its be pushed forward from connect frame increase portion.
Connection fastener is by the following technical solutions: the connection fastener of the tie-in module of plate net and scaffolding, this connection fastener is used for and is connected frame and is connected plate net and scaffolding, it comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately.
The described link wing comprises from the sliding perpendicular plate putting outward extending leveling board and be connected away from sliding one end overlapped with leveling board, and described perpendicular plate forms the hook linking the wing and hangs anti-delinking part.
Connect frame by the following technical solutions: the connection frame of the tie-in module of plate net and scaffolding, this connection frame is for plate net and the scaffolding of being connected with connection fastener, described connection fastener comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately, taking connect frame in use near the side of connection fastener as rear side, the upside connecting frame is provided with the upper slot for the insertion of respective plate net, the downside connecting frame is provided with the lower slot for the insertion of respective plate net, the degree of depth of upper slot is less than the degree of depth of lower slot.
Described slot is the groove running through and connecting frame front and back sides.
Above and/or under the front side wall of described upper slot the front side wall of slot be provided with for stop catch plate net in case its be pushed forward from connect frame increase portion.
When using the tie-in module of this plate net and scaffolding, can described connection fastener be enclosed within the cross bar of respective foot hand cradle by sliding, then will be connected frame by the link wing and the cooperation of plug-in type disconnecting prevention structure to be connected with connection fastener, because disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately, only needing can by relative with scaffolding fixing for connection frame by two connection fasteners cooperations, thus just can upper, (in construction, plate net is multi-layer spliced to lower two layers of connection frame, between adjacent two layers, all there is connection frame) between mounting plate net, owing to the degree of depth of upper slot is less than the degree of depth of lower slot, the structure of the window frame being similar to sliding window is in substance form between neighbouring connection frame, thus just can carry out mounting plate net as daily middle installation sliding window, adding connection fastener is carry out swelling by voussoir to fix, easy for installation, therefore the tie-in module of plate net of the present utility model and scaffolding is adopted to have efficiency height, the advantage that labour intensity is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment 1 of the tie-in module of plate net and scaffolding;
Fig. 2 is the structural representation of connection fastener in Fig. 1;
Fig. 3 is the structural representation connecting frame in Fig. 1;
Fig. 4 is the left view of Fig. 3;
Fig. 5 is the using state schematic diagram of the embodiment 1 of the tie-in module of plate net and scaffolding;
Fig. 6 is the structural representation of the embodiment 2 of the tie-in module of plate net and scaffolding;
Fig. 7 is the left view of Fig. 6;
Fig. 8 is the structural representation of the embodiment 3 of the tie-in module of plate net and scaffolding;
Fig. 9 is the structural representation of the embodiment 4 of the tie-in module of plate net and scaffolding;
Figure 10 is the structural representation of the embodiment 5 of the tie-in module of plate net and scaffolding.
Embodiment
The embodiment 1 of the tie-in module of plate net and scaffolding, as Figure 1-5, this plate net comprises connection fastener 101 and is connected frame 102 with the tie-in module of scaffolding.
Connection fastener comprises sliding cover 11 and voussoir 104, sliding cover 11 can be enclosed within corresponding scaffold cross bar 12 when in use, voussoir is used on sliding cover cover after scaffold cross bar 12, wedging is between sliding cover 11 and scaffold cross bar, thus it is relative with scaffold cross bar fixing that cunning is overlapped 11, make the two that the relative movement on scaffold cross bar length direction can not occur, the rotation around scaffold cross bar can not occur. in the present embodiment, sliding cover 11 is provided with for coordinating with described voussoir guiding, outwards heave the male part 111 of formation, the bulge height of male part 111 is also from one end to the other side increase gradually, thus define and the structure of voussoir adaptation, than the above described structure, the inner-wall surface of sliding cover 11 is also provided with and supports muscle 112, supporting muscle 112 is positioned on the side relative with male part of sliding cover 11, in the present embodiment, support muscle 112 and have three, respectively along the length direction extension of sliding cover 11, to the internal protrusion of sliding cover 11, by designing height and the end face shape that three support muscle, three together form the structure that scaffold cross bar is carried out three places and held out against. the outside of sliding cover 11 is provided with and links the wing 113, link the outside extension of the wing 113 to sliding cover, which is provided with hook and hang disconnecting prevention structure, in the present embodiment, linking the wing to comprise from the sliding perpendicular plate putting outward extending leveling board and be connected away from sliding one end overlapped with leveling board, anti-delinking part hung by described hook, and by erecting, plate is formed. erect being connected with leveling board by middle part and forming T-shaped together with leveling board of plate.
Connect frame 102 be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, plug-in type disconnecting prevention structure has the grafting stroke of setting separately, namely after grafting certain depth, then linking between the wing and plug-in type disconnecting prevention structure cannot grafting further, in the present embodiment, plug-in type disconnecting prevention structure is specifically made up of two slots 13 being located at the two ends connecting frame, in Fig. 4, arrow represents the grafting direction of slot, described slot 13 notch direction is contrary, being to run through connects in frame, the groove of outer both sides (during use side be outside) outwardly, in order to ensure to connect intensity and the aesthetics of frame, strengthening cap 14 also it is integrally formed with on outside it, when in use, the hook linking the wing can be hung anti-delinking part and block by strengthening cap 14. taking connect frame in use near the side of connection fastener as rear side, the upside connecting frame is provided with the upper slot 15 for the insertion of respective plate net, the downside connecting frame is provided with the lower slot 16 for the insertion of respective plate net, and the degree of depth of upper slot is less than the degree of depth of lower slot.
When using the tie-in module of this plate net and scaffolding, can first two connection fasteners be enclosed within scaffold cross bar by sliding cover, then by linking the wing, frame coordinates the pre-connection realizing connecting between frame and connection fastener with being connected, the sliding cover that now slides makes it to reach the maximum grafting stroke of plug-in type disconnecting prevention structure, owing to the opening of two plug-in type disconnecting prevention structures is contrary, now only need can realize fixing for sliding cover connecting being completely fixed of frame, and can realize sliding the fixing of cover by knocking voussoir. After connection frame is fixing, connect between frame plate net 103 to be contained in the way of daily middle installation sliding window upper and lower both sides.
The embodiment 2 of the tie-in module of plate net and scaffolding, as shown in fig. 6-7, the difference of the present embodiment and embodiment 1 is only, in the present embodiment, connects frame and eliminates described strengthening cap.
The embodiment 3 of the tie-in module of plate net and scaffolding, as shown in Figure 8, the difference of the present embodiment and embodiment 2 is, in the present embodiment, the front side cell wall of the upper slot of connection frame is provided with the portion of increasing, rear side cell wall will be higher than, thus can when mounting plate net, barrier plate net, prevents plate net to be pushed forward out slot and landing. With reason, it is also possible to design the structure identical with the present embodiment in embodiment 1.
The embodiment 4 of the tie-in module of plate net and scaffolding, as shown in Figure 9, the difference of the present embodiment and embodiment 3 is, in the present embodiment, the front side cell wall of the lower slot of connection frame is also provided with the portion of increasing, (only referring to height) side cell wall afterwards will be higher than, thus can when mounting plate net, barrier plate net, prevents plate net to be pushed forward out lower slot and landing. With reason, it is also possible to design the structure identical with the present embodiment in embodiment 1.
The embodiment 5 of the tie-in module of plate net and scaffolding, as shown in Figure 10, the difference of the present embodiment and embodiment 1 is, the plug-in type disconnecting prevention structure connected on frame specifically have employed grafting cover 21, and the hook 22 that anti-delinking part have employed correspondence with it hung by the hook linking the wing.
In other embodiment of plate net and the tie-in module of scaffolding, plug-in type disconnecting prevention structure can also be dovetails, links the hook on the wing and hangs anti-delinking part and can also adopt the structures such as dovetail-indent, and it will not go into details herein. The quantity of plug-in type disconnecting prevention structure can also be more than three, and the grafting direction only ensureing to have at least two is on the contrary.
The embodiment of connection fastener, its concrete structure can be the connection fastener of any one in the embodiment 1,2,3,4,5 of the tie-in module of above-mentioned plate net and scaffolding, and it will not go into details herein.
Connecting the embodiment of frame, its concrete structure can be the connection frame of any one in the embodiment 1,2,3,4,5 of the tie-in module of above-mentioned plate net and scaffolding, and it will not go into details herein.
Claims (13)
1. the tie-in module of plate net and scaffolding, it is characterized in that, comprise connection fastener and connect frame, described connection fastener comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately, taking connect frame in use near the side of connection fastener as rear side, the upside connecting frame is provided with the upper slot for the insertion of respective plate net, the downside connecting frame is provided with the lower slot for the insertion of respective plate net, the degree of depth of upper slot is less than the degree of depth of lower slot.
2. the tie-in module of plate net according to claim 1 and scaffolding, it is characterised in that, the described link wing is provided with hook and hangs anti-delinking part, and during with described plug-in type disconnecting prevention structure grafting, the link wing is hung anti-delinking part by described hook and is connected the anti-de-cooperation of frame.
3. the tie-in module of plate net according to claim 2 and scaffolding, it is characterised in that, the described link wing comprises from the sliding perpendicular plate putting outward extending leveling board and be connected away from sliding one end overlapped with leveling board, and anti-delinking part hung by described hook, and by erecting, plate is formed.
4. the tie-in module of plate net according to claim 3 and scaffolding, it is characterised in that, being connected by middle part and leveling board and form T-shaped together with leveling board of described perpendicular plate.
5. the tie-in module of plate net according to Claims 2 or 3 or 4 and scaffolding, it is characterised in that, described slot is the groove running through and connecting frame front and back sides.
6. the tie-in module of plate net according to the arbitrary item of claim 1-4 and scaffolding, it is characterised in that, sliding put the male part being provided with for that coordinate, outwards to heave formation with described voussoir guiding.
7. the tie-in module of plate net according to claim 6 and scaffolding, it is characterised in that, the inner-wall surface of described sliding cover is provided with the two or more for coordinating with steel pipe on the side relative with described male part and supports muscle.
8. the tie-in module of plate net according to claim 1 or 2 or 3 and scaffolding, it is characterised in that, above and/or under the front side wall of described upper slot, the front side wall of slot is provided with for stop catch plate net in order to avoid it is pushed forward increases portion from what connect frame.
9. the connection fastener of the tie-in module of plate net and scaffolding, it is characterized in that, this connection fastener is used for and is connected frame and is connected plate net and scaffolding, it comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately.
10. the connection fastener of the tie-in module of plate net according to claim 9 and scaffolding, it is characterized in that, the described link wing comprises from the sliding perpendicular plate putting outward extending leveling board and be connected away from sliding one end overlapped with leveling board, and described perpendicular plate forms the hook linking the wing and hangs anti-delinking part.
The connection frame of the tie-in module of 11. plate nets and scaffolding, it is characterized in that, this connection frame is for plate net and the scaffolding of being connected with connection fastener, described connection fastener comprises the sliding cover for being enclosed within scaffold cross bar and overlaps between scaffold cross bar with the voussoir that the two is fixing sliding for wedging, the side of described sliding cover is provided with the outward extending link wing, described connection frame be provided with in the longitudinal direction with link wing grafting plug-in type disconnecting prevention structure, described plug-in type disconnecting prevention structure have grafting direction contrary at least two and there is the grafting stroke of setting separately, taking connect frame in use near the side of connection fastener as rear side, the upside connecting frame is provided with the upper slot for the insertion of respective plate net, the downside connecting frame is provided with the lower slot for the insertion of respective plate net, the degree of depth of upper slot is less than the degree of depth of lower slot.
The connection frame of the tie-in module of 12. plate nets according to claim 11 and scaffolding, it is characterised in that, described slot is the groove running through and connecting frame front and back sides.
The connection frame of the tie-in module of 13. plate nets according to claim 11 or 12 and scaffolding, it is characterized in that, above and/or under the front side wall of described upper slot the front side wall of slot be provided with for stop catch plate net in case its be pushed forward from connect frame increase portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521033563.7U CN205276852U (en) | 2015-11-09 | 2015-12-14 | Coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2015208857130 | 2015-11-09 | ||
| CN201520885713 | 2015-11-09 | ||
| CN201521033563.7U CN205276852U (en) | 2015-11-09 | 2015-12-14 | Coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205276852U true CN205276852U (en) | 2016-06-01 |
Family
ID=56061436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521033563.7U Withdrawn - After Issue CN205276852U (en) | 2015-11-09 | 2015-12-14 | Coupling assembling of expanded metals and scaffold and connect fastener and connect frame thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205276852U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544961A (en) * | 2015-11-09 | 2016-05-04 | 朱新伟 | Connection assembly for plate-net and scaffold, and connection fastening member and connection frame thereof |
-
2015
- 2015-12-14 CN CN201521033563.7U patent/CN205276852U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544961A (en) * | 2015-11-09 | 2016-05-04 | 朱新伟 | Connection assembly for plate-net and scaffold, and connection fastening member and connection frame thereof |
| CN105544961B (en) * | 2015-11-09 | 2018-11-09 | 朱新伟 | A kind of connection component and its connection fastener and connection frame of expanded metals and scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160601 Effective date of abandoning: 20181109 |