CN205976120U - Braced system and large -span stone material moulding of large -span stone material moulding - Google Patents
Braced system and large -span stone material moulding of large -span stone material moulding Download PDFInfo
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- CN205976120U CN205976120U CN201620779955.6U CN201620779955U CN205976120U CN 205976120 U CN205976120 U CN 205976120U CN 201620779955 U CN201620779955 U CN 201620779955U CN 205976120 U CN205976120 U CN 205976120U
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- vertical keel
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Abstract
The utility model discloses a braced system and large -span stone material moulding of large -span stone material moulding, braced system include two at least transverse connection spares, and on the concrete structure beam -ends face of position department between the layer was fixed to one end, the other end stretched out concrete structure beam -ends shape of face and becomes the free end, two at least coupling assembling are used for respectively fixing a vertical keel and the 2nd vertical keel at transverse connection spare, and the 2nd vertical keel lies in a vertical keel's the outside, and the front end stone material hangs on the 2nd vertical keel. Large -span stone material moulding includes foretell braced system. Utilizing coupling assembling all to fix a vertical keel and the 2nd vertical keel on transverse connection spare, making whole braced system's simple structure, transverse connection spare is fixed on the concrete structure roof beam for the atress of transverse connection spare is clear and definite simple with the power transmittance process, can transmit better to the concrete structure on, guarantees this braced system's atress.
Description
Technical field
This utility model belongs to stone curtain wall decoration technique field and in particular to the support system of large span stone moulding
System and large span stone moulding.
Background technology
Stone curtain wall is peripheral structure or the decorating structure of the building wall being formed by Bracing Systems and stone material, due to
Stone curtain wall adopts the stone material of natural material, has the advantages that attractive in appearance, high temperature resistant, freexing tolerance and comprcssive strength are high, extensively should
In architectural decoration.Wherein, large span stone moulding can enrich elevation of building due to its moulding, vertically
Decorative thread can more project the concave-convex effect of facade so that elevation appearance is fine and smooth and attractive in appearance, more come extensive by people
Favor.
But, the support meanss of existing large span stone moulding, main inclusion is vertically directly anchored to
The vertical steel joist of bulk on xoncrete structure, and vertically firm other parallel Os Draconis of Os Draconis, stone material is fixed on other Os Draconis,
Other Os Draconis hang and are fixed on vertical steel joist, for ensureing that other Os Draconis can more securely be fixed on vertical steel joist,
Also need to set up structure with oblique member between vertical steel joist and other Os Draconis, so that the complex structure of support meanss, erect
Stress to steel joist is complicated and stress transmission is indefinite, and also need that vertical steel joist does is sufficiently large simultaneously, and just enabling will be big
Span stone decoration lines.
Utility model content
Therefore, technical problem to be solved in the utility model be large span stone moulding in prior art
Support arrangement complex structure and stress are complicated.
For this reason, this utility model provides a kind of support system of large span stone moulding, including
Transverse connection, is at least two, be arranged in parallel in the horizontal direction, one end is fixed on interlayer position by fixation kit
Put on the concrete structured beam end face at place, the other end stretches out described concrete structured beam end face and forms free end；
Coupling assembly, is at least two, is respectively used to the first vertical keel and the second vertical keel are fixed on and are laterally connected
On fitting, described second vertical keel is located at the outside of described first vertical keel, and it is vertical that front end stone material is suspended on described second
On Os Draconis.
The support system of above-mentioned large span stone moulding, described fixation kit includes being fixed on described xoncrete structure
Board slot built-in fitting in beam end, is fixed on the first junction steel plate on described transverse connection end, and passes through described the
One junction steel plate and board slot built-in fitting, described first junction steel plate is fixed on the first connector on described board slot built-in fitting.
The support system of above-mentioned large span stone moulding, described coupling assembly includes
It is molded on underlying described transverse connection top surface and opening up steel bushing core, described first erects
It is set on described steel bushing core to the bottom of Os Draconis or described second vertical keel；
One end is held within the described transverse connection lower surface of top, and it is vertical that the other end is fixed on described first
The first angle steel at the top of Os Draconis or described second vertical keel；And it is vertical that described first angle steel is fixed on described first
The second connector at the top of Os Draconis or described first vertical keel.
The support system of above-mentioned large span stone moulding, positioned at the first vertical keel described in same in the layer with described
The channel-section steel of level is also set up between second vertical keel.
The support system of above-mentioned large span stone moulding, also includes the width along described channel-section steel, is arranged on institute
At least one second junction steel plate stated on channel-section steel and stretch out, side stone material is suspended on described second connection steel by suspension member
On plate both ends.
The support system of above-mentioned large span stone moulding, along the short transverse of described second vertical keel, described
Second angle steel is arranged on the outer side surface of the second vertical keel, described front end stone material is suspended on described second angle steel by suspension member
On.
The support system of above-mentioned large span stone moulding, described suspension member is SE suspension member.
The support system of above-mentioned large span stone moulding, along the width of described channel-section steel, described first is vertical
The width of Os Draconis is more than its length, and the width of described second vertical keel is more than its length.
The support system of above-mentioned large span stone moulding, described transverse connection is steel corbel；And/or
Described channel-section steel is zinc-plated channel-section steel；And/or
Described second junction steel plate is galvanized steel plain sheet.
This utility model provides a kind of large span stone moulding, including
Support system described in any of the above-described；
First vertical keel and the second vertical keel, are separately fixed at described transverse connection by described support system
On, described second vertical keel is located at the outside of described first vertical keel；
Front end stone material and two sides stone material, are suspended on described second vertical keel and channel-section steel respectively.
The technical scheme that this utility model provides, has the advantage that：
1. the support system of the large span stone moulding that this utility model provides, including two transverse connections, edge
Horizontal direction parallel is arranged, and one end is fixed on the concrete structured beam end face at inter-layer position by fixation kit, the other end
Stretch out xoncrete structure crossbeam end face and form free end；Two coupling assemblies, are respectively used to erect the first vertical keel and second
It is fixed on transverse connection to Os Draconis, the second vertical keel is located at the outside of the first vertical keel, front end stone material is suspended on the
On two vertical keels.
The support system of this structure, arranges transverse connection on the concrete structured beam end face at inter-layer position, utilizes
First vertical keel and the second vertical keel are each attached on transverse connection coupling assembly, also need not set as in documents
Put structure with oblique member, and replace big vertical keel in prior art with the first vertical keel and the first vertical keel, make whole
The structure of individual support system is simple, and transverse connection is fixed on concrete structured beam so that the stress of transverse connection is clear and definite
Simple with power transmittance process, can preferably be transferred on xoncrete structure.
2. the support system of the large span stone moulding that this utility model provides, coupling assembly includes being molded over and is located at
Lower section transverse connection top surface on and opening up steel bushing core, the bottom of the first vertical keel or the second vertical keel
It is set on steel bushing core；One end is held within the transverse connection lower surface of top, and it is vertical that the other end is fixed on first
The first angle steel at the top of Os Draconis or the second vertical keel and the first angle steel is fixed on the first vertical keel or first erects
To the second connector at the top of Os Draconis.The coupling assembly of this structure, due to the first vertical keel or the second vertical keel
Bottom is set on the steel bushing core of transverse connection, and when stone material is subject to extraneous wind load, the first vertical keel or second erects
Can move up and down on steel bushing core to the bottom of Os Draconis, realize the vertical telescopicing performance of Os Draconis, better against extraneous
Active force.
3. the large span stone moulding that this utility model provides, including the support system of any of the above-described；First erects
To Os Draconis and the second vertical keel, excessively described support system is separately fixed on transverse connection all, the second vertical keel position
Outside in the first vertical keel；Front end stone material and two sides stone material, are suspended on described second vertical keel and channel-section steel respectively.
The large span stone moulding of this structure, because the support system using above-mentioned offer is so that this large span stone
The structure of material moulding is simple, and transverse connection is fixed on concrete structured beam, preferably power can be transferred to coagulation
It is ensured that the stress of this support system in soil structure, improve the ability that this large span stone moulding bears extraneous wind load.
Brief description
In order to be illustrated more clearly that this utility model specific embodiment or technical scheme of the prior art, below will be right
In specific embodiment or description of the prior art the accompanying drawing of required use be briefly described it should be apparent that, below describe
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
The horizontal section schematic diagram of the support system of the large span stone moulding that Fig. 1 provides for this utility model；
The longitudinal profile schematic diagram of the support system of the large span stone moulding that Fig. 2 provides for this utility model；
In the support system of the large span stone moulding that Fig. 3 provides for this utility model, the structure of board slot built-in fitting is shown
It is intended to；
In the support system of the large span stone moulding that Fig. 4 provides for this utility model, the left side of transverse connection shows
It is intended to；
Description of reference numerals：1- transverse connection；2- first vertical keel；3- second vertical keel；4- board slot built-in fitting；
5- first junction steel plate；6- first connector；71- front end stone material；72- side stone material；8- suspension member；9- second junction steel plate；10-
Channel-section steel；11- first angle steel；12- second angle steel；13- steel bushing core；14- second connector.
Specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is clearly and completely described it is clear that described
Embodiment is a part of embodiment of this utility model, rather than whole embodiments.Based on the embodiment in this utility model, this
The every other embodiment that field those of ordinary skill is obtained under the premise of not making creative work, broadly falls into this practicality
Novel protected scope.
In description of the present utility model, it should be noted that term " first ", " second ", " the 3rd " are only used for describing mesh
, and it is not intended that indicating or hint relative importance.Unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or is integrally connected；Can
To be to be mechanically connected or electrical connection；Can be to be joined directly together it is also possible to be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in utility model.
As long as additionally, involved technical characteristic in this utility model different embodiments disclosed below is each other
The conflict of not constituting just can be combined with each other.
Embodiment 1
The present embodiment provides a kind of support system of large span stone moulding, as depicted in figs. 1 and 2, including two
Transverse connection 1, be arranged in parallel in the horizontal direction, and one end is fixed on the concrete structured beam at inter-layer position by fixation kit
On end face, the other end stretches out xoncrete structure crossbeam end face and forms free end；Two coupling assemblies, are respectively used to vertical by first
Os Draconis 2 and the second vertical keel 3 are fixed on transverse connection 1, and the second vertical keel 3 is located at the outside of the first vertical keel 2,
Front end stone material 71 is suspended on the second vertical keel 3.
The support system of this structure, arranges transverse connection 1 on the concrete structured beam end face at inter-layer position, utilizes
First vertical keel 2 and the second vertical keel 3 are each attached on transverse connection 1 coupling assembly, need not be as in documents
Also set up structure with oblique member, and replace big vertical dragon in prior art with the first vertical keel 2 and the second vertical keel 3
Bone, makes the structure of whole support system simple, and transverse connection 1 is fixed on concrete structured beam so that transverse connection 1
Stress is clearly and power transmittance process is simple, can preferably be transferred on xoncrete structure.
As deformation, the number of above-mentioned transverse connection 1 can also be three, four, five, six etc., connects
The number of assembly can be three, four, five, six etc., as the setting number of transverse connection 1 and coupling assembly,
Depending on actually used situation.
As preferred embodiment, as shown in Fig. 2 fixation kit includes the plate being fixed in xoncrete structure beam end
Groove built-in fitting 4, is fixed on the first junction steel plate 5 on transverse connection 1 end, and passes through the first junction steel plate 5 and board slot
Built-in fitting 4, the first junction steel plate 5 is fixed on the first connector 6 on board slot built-in fitting 4.
It is further preferred that the first junction steel plate 5 is welded on the end of transverse connection 1, or, using prior art
In other fixed forms.
Preferably, as shown in figure 3, board slot built-in fitting 4 includes plate, this board slot built-in fitting is embedded in xoncrete structure, plate
Installation groove outside opening direction is also had on block, this installation groove stretches into xoncrete structure for passing through for the first connector 6
In.Preferably, the first connector 6 is bolt, or other connectors.
As variant embodiment, fixation kit can also be other fixed structures of the prior art, only need to be by laterally
The end of connector 1 is fixed on concrete structured beam end face.
As preferred embodiment, as shown in Fig. 2 coupling assembly includes
It is molded on underlying transverse connection 1 top surface and opening up steel bushing core 13, the first vertical dragon
The bottom of bone 2 or the second vertical keel 3 is set on steel bushing core 13；
One end be held within top transverse connection 1 lower surface on, the other end be fixed on the first vertical keel 2 or
The first angle steel 11 at the top of the second vertical keel 3；And the first angle steel 11 is fixed on the first vertical keel 2 or the first erects
To the second connector 14 at the top of Os Draconis 2.
In this embodiment, the bottom due to the first vertical keel 2 or the second vertical keel 3 is set in transverse connection 1
Steel bushing core 13 on, when stone material is subject to extraneous wind load, the bottom of the first vertical keel 2 or the second vertical keel 3 is permissible
Steel bushing core 13 moves up and down, realizes the vertical telescopicing performance of Os Draconis, better against extraneous active force.
It is further preferred that steel bushing core 13 is U-shaped steel tank, the second connector 14 is bolt, one end weldering of the first angle steel 11
It is connected in the lower surface of transverse connection 1, the other end is bolted on the first vertical keel 2 or the second vertical keel 3
On.More preferably preferably, by two angle steel and a bolt, the first vertical keel 2 or the second vertical keel 3 are fixed on laterally
On connector 1.
As preferred embodiment, as shown in Fig. 2 being located at same in the layer the first vertical keel 2 and the second vertical dragon
The channel-section steel 10 of level is also set up between bone 3.By channel-section steel 10, first vertical keel 2 is connected so that with the second vertical keel 3
Two vertical keels 3 can more firmly hang front end stone material 71.
It is further preferred that the two ends of channel-section steel 10 are respectively welded on the first vertical keel 2 and the second vertical keel 3.
As further preferred embodiment, as shown in figure 1, along the width of channel-section steel 10, also including being arranged on groove
On steel 10 and at least one second junction steel plate 9 of stretching out, side stone material 72 is suspended on the second junction steel plate by suspension member 8
On 9 both ends.By stretching out the second junction steel plate 9 of channel-section steel 10, side stone material 72 is fixed on channel-section steel 10.
As preferred embodiment, the second vertical keel 3 outer side surface arranges the second angle steel 12, front end stone material 71
It is suspended on the second vertical keel by suspension member 8.
It is further preferred that suspension member 8 is SE suspension member 8, can preferably improve the shock resistance of stone decoration, outer surface is also put down
Whole, increase its aesthetics.More preferably preferably, SE suspension member 8 is made using aluminum alloy material.
As further preferred embodiment, as shown in figure 1, along the width of channel-section steel 10, the first vertical keel 2
Width is more than its length, and the width of the second vertical keel 3 is more than its length, namely the first vertical keel 2 and the second vertical keel 3
All transversely arrange, strengthen the support force of Os Draconis.
As most preferably preferred embodiment, above-mentioned transverse connection 1 is steel corbel, as shown in figure 4, along its width side
To longitudinal cross-section be rectangle, internal is hollow-core construction.
Preferably, channel-section steel 10 is zinc-plated channel-section steel；Second junction steel plate 9 is galvanized steel plain sheet, and bolt is stainless steel bolt.Separately
Outward, the first above-mentioned vertical keel 2 and the second vertical keel 3 are all using steel matter.
Embodiment 2
The present embodiment provides a kind of large span stone moulding, including
The support system of any one providing in embodiment 1；
First vertical keel 2 and the second vertical keel 3, are separately fixed on transverse connection 1 by support system, second
Vertical keel 3 is located at the outside of the first vertical keel 2；
Front end stone material 71 and two sides stone material 72, be suspended on respectively on the second vertical keel 3 and channel-section steel 10 on.
The large span stone moulding of this structure, due to using in embodiment 1 provide support system so that this greatly across
The structure of degree stone decoration lines is simple, so that two vertical keels and the stress of transverse connection 1 was clearly transmitted with power
Journey, simply it is ensured that the stress of this support system, improves the ability that this large span stone moulding bears extraneous wind load.
In addition, the installation process of above-mentioned large span stone moulding is：First steel corbel is passed through board slot built-in fitting solid
It is scheduled on the concrete structured beam at inter-layer position, angle steel is passed through at the top of the first vertical keel 2 and the second vertical keel 3 respectively
Be bolted in steel corbel lower surface above, bottom is respectively sleeved at the steel bushing core 13 of underlying steel corbel
On, thus forming hanging connected mode；Non- inter-layer position or be located at same in the layer the first vertical keel 2 and the second vertical keel
Channel-section steel 10 is welded, as crossbeam between 3；By stainless steel bolt, the second junction steel plate 9 is fixed on this crossbeam；SE suspension member 8
Base be fixed on the angle steel on the second junction steel plate 9 by stainless steel bolt, and SE suspension member 8 is then fixed on stone material 7 in advance
On, finally SE suspension member 8 is hung on base.
Obviously, above-described embodiment is only intended to clearly illustrate example, and the not restriction to embodiment.Right
For those of ordinary skill in the art, can also make on the basis of the above description other multi-forms change or
Change.There is no need to be exhaustive to all of embodiment.And the obvious change thus extended out or
Change among the protection domain created still in this utility model.
Claims (10)
1. a kind of support system of large span stone moulding is it is characterised in that include
Transverse connection (1), is at least two, be arranged in parallel in the horizontal direction, one end is fixed on interlayer position by fixation kit
Put on the concrete structured beam end face at place, the other end stretches out described concrete structured beam end face and forms free end；
Coupling assembly, is at least two, is respectively used to be fixed on laterally the first vertical keel (2) and the second vertical keel (3)
On connector (1), described second vertical keel (3) is located at the outside of described first vertical keel (2), and front end stone material (71) hangs
On described second vertical keel (3).
2. large span stone moulding according to claim 1 support system it is characterised in that：Described fixation kit
Including the board slot built-in fitting (4) being fixed in described xoncrete structure beam end, it is fixed on described transverse connection (1) end
The first junction steel plate (5), and pass through described first junction steel plate (5) and board slot built-in fitting (4), by described first connection steel
Plate (5) is fixed on the first connector (6) on described board slot built-in fitting (4).
3. large span stone moulding according to claim 1 and 2 support system it is characterised in that：Described connection
Assembly includes
It is molded on underlying described transverse connection (1) top surface and opening up steel bushing core (13), described
The bottom of one vertical keel (2) or described second vertical keel (3) is set on described steel bushing core (13)；
One end is held within described transverse connection (1) lower surface of top, and it is vertical that the other end is fixed on described first
The first angle steel (11) at the top of Os Draconis (2) or described second vertical keel (3)；And described first angle steel (11) is fixing
The second connector (14) at the top of described first vertical keel (2) or described first vertical keel (2).
4. large span stone moulding according to claim 3 support system it is characterised in that：In same layer
Described first vertical keel (2) and described second vertical keel (3) between also set up the channel-section steel (10) of level.
5. large span stone moulding according to claim 4 support system it is characterised in that：Also include along described
The width of channel-section steel (10), is arranged at least one second junction steel plate (9) that described channel-section steel (10) is upper and stretches out, side
Face stone material (72) is suspended on described second junction steel plate (9) both ends by suspension member (8).
6. large span stone moulding according to claim 4 support system it is characterised in that：Described second is vertical
Second angle steel (12) is arranged on Os Draconis (3) outer side surface, described front end stone material (71) is suspended on described second jiao by suspension member (8)
On steel (12).
7. the large span stone moulding according to claim 5 or 6 support system it is characterised in that：Described suspension member
(8) it is SE suspension member.
8. large span stone moulding according to claim 5 support system it is characterised in that：Along described channel-section steel
(10) width, the width of described first vertical keel (2) is more than its length, the width of described second vertical keel (3)
More than its length.
9. large span stone moulding according to claim 5 support system it is characterised in that：Described lateral connection
Part (1) is steel corbel；And/or
Described channel-section steel (10) is zinc-plated channel-section steel；And/or
Described second junction steel plate (9) is galvanized steel plain sheet.
10. a kind of large span stone moulding is it is characterised in that include
Support system as any one of claim 5-9；
First vertical keel (2) and the second vertical keel (3), are separately fixed at described transverse connection by described support system
(1), on, described second vertical keel (3) is located at the outside of described first vertical keel (2)；
Front end stone material (71) and two sides stone material (72), are suspended on described second vertical keel (3) and channel-section steel (10) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620779955.6U CN205976120U (en) | 2016-07-22 | 2016-07-22 | Braced system and large -span stone material moulding of large -span stone material moulding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620779955.6U CN205976120U (en) | 2016-07-22 | 2016-07-22 | Braced system and large -span stone material moulding of large -span stone material moulding |
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| Publication Number | Publication Date |
|---|---|
| CN205976120U true CN205976120U (en) | 2017-02-22 |
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|---|---|---|---|
| CN201620779955.6U Active CN205976120U (en) | 2016-07-22 | 2016-07-22 | Braced system and large -span stone material moulding of large -span stone material moulding |
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| CN (1) | CN205976120U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678246A (en) * | 2018-05-23 | 2018-10-19 | 山西八建集团有限公司 | A kind of building method of stone material grid upright posts of glass curtain wall, mounting bracket and mounting bracket |
| CN110185178A (en) * | 2019-06-11 | 2019-08-30 | 北京港源幕墙有限公司 | Glass curtain wall and its construction method with stone panel shade structures |
| CN115853286A (en) * | 2022-11-21 | 2023-03-28 | 安徽华章工程管理有限公司 | Construction method of outer wall assembled horizontal decoration line based on steel keel support |
-
2016
- 2016-07-22 CN CN201620779955.6U patent/CN205976120U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678246A (en) * | 2018-05-23 | 2018-10-19 | 山西八建集团有限公司 | A kind of building method of stone material grid upright posts of glass curtain wall, mounting bracket and mounting bracket |
| CN108678246B (en) * | 2018-05-23 | 2023-10-10 | 山西八建集团有限公司 | Building method of upright post, mounting frame and mounting frame of stone grid glass curtain wall |
| CN110185178A (en) * | 2019-06-11 | 2019-08-30 | 北京港源幕墙有限公司 | Glass curtain wall and its construction method with stone panel shade structures |
| CN115853286A (en) * | 2022-11-21 | 2023-03-28 | 安徽华章工程管理有限公司 | Construction method of outer wall assembled horizontal decoration line based on steel keel support |
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