CN206397000U - Crimping grooved profile and building girder construction - Google Patents
Crimping grooved profile and building girder construction Download PDFInfo
- Publication number
- CN206397000U CN206397000U CN201621453757.7U CN201621453757U CN206397000U CN 206397000 U CN206397000 U CN 206397000U CN 201621453757 U CN201621453757 U CN 201621453757U CN 206397000 U CN206397000 U CN 206397000U
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- Prior art keywords
- transverse slat
- plate
- crimping
- grooved profile
- baffle plate
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Abstract
The utility model discloses a kind of crimping grooved profile and building girder construction, the crimping grooved profile includes the first transverse slat, second transverse slat, riser, folded plate and concrete baffle plate, first transverse slat and the second transverse slat are vertically fixedly connected on the upper and lower ends of the riser, first transverse slat and the second transverse slat are parallel to each other, first transverse slat is located at the top of the second transverse slat, the folded plate is fixed on the other end of the second transverse slat, the folded plate is parallel with riser, the folded plate is located at the top of second transverse slat, the concrete baffle plate is fixed on the other end of first transverse slat, the concrete baffle plate is parallel with the riser, the concrete baffle plate is located at the top of first transverse slat.The crimping grooved profile that the utility model is provided not only has preferable structural strength, and in casting concrete without another formwork supporting plate.
Description
Technical field
The utility model is related to assembled architecture technical field, more particularly to a kind of crimping grooved profile and including the crimping
The building girder construction of grooved profile.
Background technology
Traditional reinforced concrete building, has used a large amount of wood templates, causes in the wasting of resources, work progress and produces
A large amount of building dust, severe contamination urban air-quality, meanwhile, building course forms high energy consumption, the extensive mode of production,
Conventional steel bar concrete building has not adapted to rigid demand of the modern society to house.And assembled architecture focus on to environment,
Building sewage, pernicious gas, the discharge of dust and the dirt of construction noise are effectively reduced in the protection of resource, its work progress
Dye, reduces various influences of the construction on surrounding enviroment.Therefore, traditional reinforced concrete building will certainly be assembled formula
Building is replaced.
Assembled architecture is that the part or all of component of building is prefabricated in the factory completion, and then transporting will to job site
The house that component is assembled and built up by reliable connected mode.In assembled architecture, Vierendeel girder is typically using as shown in Figure 1
Box beam 1 ' or i-shaped beamses 2 ' as shown in Figure 2 make, to improve assembled arthitecutral structure intensity.But use box
The Vierendeel girder that beam 1 ' or i-shaped beamses 2 ' make is in casting concrete, it is necessary to which another formwork supporting plate, causes low construction efficiency, manually
Cost is high, can not meet the demand of modular assembly.
Utility model content
The purpose of this utility model is to provide a kind of crimping grooved profile, not only with preferable structural strength, Er Qie
Without another formwork supporting plate during casting concrete.
To achieve these goals, the utility model provides a kind of crimping grooved profile, the crimping grooved profile bag
The first transverse slat, the second transverse slat, riser, folded plate and concrete baffle plate are included, first transverse slat and the second transverse slat are vertically fixedly connected
In the upper and lower ends of the riser, first transverse slat and the second transverse slat are parallel to each other, and the first transverse slat is located at the upper of the second transverse slat
Side, the folded plate is fixed on the other end of the second transverse slat, and the folded plate is parallel with riser, and it is horizontal that the folded plate is located at described second
The top of plate, the concrete baffle plate is fixed on the other end of first transverse slat, the concrete baffle plate and the riser
Parallel, the concrete baffle plate is located at the top of first transverse slat.
Preferably, first transverse slat, the second transverse slat, riser, folded plate and concrete baffle plate are formed in one.
Preferably, the equal length of first transverse slat and the second transverse slat.
Preferably, the upper end of the concrete baffle plate is fixedly connected with striker plate, the striker plate and first transverse slat
Positioned at the homonymy of the concrete baffle plate, the striker plate is parallel to first transverse slat.
Preferably, multiple reinforcing plates are fixedly installed between the striker plate, concrete baffle plate and the first transverse slat, it is described to add
Strong plate is shaped as right-angled trapezium, the reinforcing plate it is vertical with the striker plate, concrete baffle plate and the first transverse slat respectively and
It is fixedly connected.
Preferably, multiple bracing pieces, the two ends of the bracing piece are fixedly installed between the striker plate and the first transverse slat
It is respectively fixedly connected with striker plate and the first transverse slat.
Preferably, it is additionally provided between first transverse slat and the second transverse slat above and below multiple supporting plates, the supporting plate
Two ends are fixedly connected on the first transverse slat and the second transverse slat.
Preferably, the supporting plate is flat board.
Preferably, the supporting plate is arc, and the upper and lower ends of the arc are horizontal with the first transverse slat and second respectively
Plate is fixedly connected, and the middle part of the arc is contacted with the riser.
The difference of the utility model and prior art is, the crimping grooved profile that the utility model is provided passes through the
One transverse slat, riser and the second transverse slat are connected into the open flute profile in side, and connect folded plate on the second transverse slat, it is ensured that volume
Side grooved profile has preferable structural strength, and (folded plate of bathtub construction can play a part of constraining the edge of a wing, and can increase
The rigidity in strong section), while the fixed concrete baffle plate parallel with riser on the first transverse slat, can hinder in casting concrete
Keep off concrete excessive, to efficiently accomplish pouring for concrete, therefore the crimping grooved profile that provides of the utility model not only can be with
Solve due to the problem of additionally mounted template causes inefficiency, cost of labor is high, and modular assembly can be met
Demand, it is ensured that concrete is fully located on the inside of concrete baffle plate when pouring, it is ensured that the quality of casting concrete.
Another purpose of the present utility model is to provide a kind of building girder construction, can be in casting concrete without separately propping up
Template.
In order to achieve the above object, the technical solution of the utility model is realized in：
One kind building girder construction, the building girder construction includes crimping grooved profile, and the crimping grooved profile is above-mentioned
Crimping grooved profile.
The building girder construction is identical with the technical advantage that above-mentioned crimping grooved profile has for prior art,
This is repeated no more.
Brief description of the drawings
Fig. 1 is the structural representation of existing box beam；
Fig. 2 is the structural representation of existing i-shaped beamses；
Fig. 3 is a kind of structural representation of the crimping grooved profile for embodiment that the utility model is provided；
Fig. 4 is the front view of the crimping grooved profile shown in Fig. 3；
Fig. 5 is the front view of the crimping grooved profile for the another embodiment that the utility model is provided；
Fig. 6 is the front view of the crimping grooved profile for the another embodiment that the utility model is provided, wherein in coagulation
Tu Dangbanchu is provided with reinforcing plate；
Fig. 7 is the front view of the crimping grooved profile for the another embodiment that the utility model is provided, wherein first is horizontal
Flat board is provided between plate and the second transverse slat；
Fig. 8 is the front view of the crimping grooved profile for the another embodiment that the utility model is provided, wherein first is horizontal
Arc is provided between plate and the second transverse slat；
Description of reference numerals：
The transverse slats of 1- first；The transverse slats of 2- second；3- risers；4- folded plates；5- concrete baffle plates；6- striker plates；7- reinforcing plates；8-
Bracing piece；9- arcs；10- flat boards；11- threading holes.
Embodiment
The utility model is further illustrated with embodiment below in conjunction with the accompanying drawings.But the use of these exemplary embodiments
Way and purpose are only used for enumerating the utility model, not real protection scope of the present utility model are constituted any type of any
Limit, it is more non-that protection domain of the present utility model is confined to this.
Some nouns of locality are defined in the utility model, in the case where not being specified to the contrary, used orientation
Word as " upper and lower, left and right " refer to the utility model provide crimping grooved profile define under normal usage, and with
Direction up and down shown in accompanying drawing 4 is consistent." inside and outside " refers to relative to inside and outside each parts profiles itself.These sides
Position word uses for the ease of understanding, thus does not constitute the limitation to the utility model protection domain.
In the utility model, when parts are referred to as " fixing " on another parts, it can be directly another
On individual parts, or there can also be parts placed in the middle.When a parts are considered as " connection " another parts,
It can be directly to another parts or may be simultaneously present parts placed in the middle.When a parts are considered as
" setting " on another parts, it can be set directly on another parts or may be simultaneously present placed in the middle zero
Part.
It is appropriate with reference to shown in Fig. 3, Fig. 4, the crimping grooved profile of the basic embodiment that the utility model is provided includes the
One transverse slat 1, the second transverse slat 2, riser 3, folded plate 4 and concrete baffle plate 5, the transverse slat 2 of the first transverse slat 1 and second is vertically fixed to be connected
The upper and lower ends of the riser 3 are connected on, the transverse slat 2 of the first transverse slat 1 and second is parallel to each other, it is horizontal that the first transverse slat 1 is located at second
The top of plate 2, the folded plate 4 is fixed on the other end of the second transverse slat 2, and the folded plate 4 is parallel with riser 3, the folded plate 4
In the top of second transverse slat 2, the concrete baffle plate 5 is fixed on the other end of first transverse slat 1, the concrete
Baffle plate 5 is parallel with the riser 3, and the concrete baffle plate 5 is located at the top of first transverse slat 1.
Wherein described first transverse slat 1, the second transverse slat 2, riser 3, folded plate 4 and concrete baffle plate 5 can be formed by welding
Integrative-structure, can also be by forming integrative-structure by sheet metal bending, or casting forms integrative-structure, and the utility model is to this
It is not restricted.
The crimping grooved profile that above-mentioned basic embodiment is provided can be hindered by concrete baffle plate 5 in casting concrete
Keep off concrete excessive, so that can not only avoid inefficiency during additionally mounted template, the problem of cost of labor is high, Er Qieneng
Enough meet the demand of modular assembly, it is ensured that concrete is fully located at the inner side of concrete baffle plate 5 when pouring, it is ensured that pour coagulation
The quality of soil.
Preferably, in order that the structure for obtaining crimping grooved profile is more neat reasonable, as shown in figure 4, first transverse slat 1
With the equal length of the second transverse slat 2.
The crimping grooved profile that the utility model is provided is in use, crimping grooved profile can connect rectangular by column
Framework, and cause the riser 3 to be located at the outside of rectangular frame, after profiled sheet is placed on rectangular frame, die mould steel
Plate can be placed on the first transverse slat 1, and profiled sheet can form the space of casting concrete with concrete baffle plate 5.
In a preferred embodiment of the present utility model, the upper end of the concrete baffle plate 5 is fixedly connected with backgauge
Plate 6, the striker plate 6 is located at the homonymy of the concrete baffle plate 5 with first transverse slat 1, and the striker plate 6 is parallel to described
First transverse slat 1.The striker plate 6 can be welded on concrete baffle plate 5, can also be directly by concrete baffle plate 5 towards riser 3
Direction is bent, and forms the striker plate 6.
By being fixedly connected with striker plate 6 on the concrete baffle plate 5, dissipating when can effectively be blocked in casting concrete
Fall and spillage so that the perfect shaping of concrete, and reinforcing well and protection work can be played to the border and corner of floor
With the corner for preventing from occurring when in use floor is damaged.
In order that striker plate 6 and concrete baffle plate 5 are securely fixed on the first transverse slat 1, it is to avoid transporting and installing
When damage deformation, it is preferable that as shown in fig. 6, being fixedly installed between the striker plate 6, the transverse slat 1 of concrete baffle plate 5 and first
Multiple reinforcing plates 7, the reinforcing plate 7 is shaped as right-angled trapezium, and the reinforcing plate 7 keeps off with the striker plate 6, concrete respectively
Plate 5 vertically and is fixedly connected with the first transverse slat 1.
Specifically, as shown in fig. 6, the upper end of the reinforcing plate 7, lower end and right-hand member are respectively fixedly connected with and (such as welded)
On striker plate 6, the first transverse slat 1 and concrete baffle plate 5.By reinforcing plate 7 by striker plate 6, the transverse slat 1 of concrete baffle plate 5 and first
It is fixed together, an entirety can be formed it into, so as to improves its strength and stiffness.
In the above-described embodiment, striker plate 6 and concrete baffle plate 5 are strengthened by reinforcing plate 7, in the utility model
In, striker plate 6 and concrete baffle plate 5 can also be reinforced using other modes.
For example, as shown in figure 8, be fixedly installed multiple bracing pieces 8 between the transverse slat 1 of striker plate 6 and first, it is described
The two ends of bracing piece 8 are respectively fixedly connected with the transverse slat 1 of striker plate 6 and first.Specifically, one end of bracing piece 8 is fixedly connected
On striker plate 6, the other end of bracing piece 8 is fixedly connected on the first transverse slat 1, so that bracing piece 8 can support backgauge
Plate 6.
In the utility model, it is preferable that the reinforcing plate 7 or the bracing piece 8 are along the length direction of the first transverse slat 1
Uniformly.
When the floor for the crimping grooved profile assembling that the utility model is provided needs to bear larger load, in order to further carry
The intensity of high crimping grooved profile, it is preferable that be additionally provided with multiple supporting plates between the transverse slat 2 of the first transverse slat 1 and second,
The upper and lower ends of the supporting plate are fixedly connected on the first transverse slat 1 and the second transverse slat 2.By by the first transverse slat 1 and second
Supporting plate is set between transverse slat 2, the ability that crimping grooved profile bears vertical force can be improved, so that floor can
Bear larger load.
In the case where can preferably support the first transverse slat 1 and the second transverse slat 2, wherein the supporting plate can be using each
Plant appropriate structure and shape.
As shown in fig. 7, the supporting plate is flat board 10.Supporting plate is set to flat board 10, with simple production process
Feature, and can coordinate with folded plate 4, improve the bending strength of crimping grooved profile.
In another embodiment of the present utility model, as shown in figure 8, the supporting plate is arc, the arc
The upper and lower ends of plate 9 are fixedly connected with the first transverse slat 1 and the second transverse slat 2 respectively, the middle part of the arc 9 and the riser 3
Contact.
In the utility model, as shown in figure 3, being further opened with threading hole 11 on the riser 3.As needed, threading
The quantity in hole 11 can be multiple.By setting threading hole 11, the building girder knot that easily can be constituted in crimping grooved profile
Arrangement pipeline in structure.
According to another aspect of the present utility model, the utility model additionally provides a kind of building girder construction, the building girder
Structure includes crimping grooved profile, and the crimping grooved profile is using the crimping flute profile type disclosed in any of the above-described embodiment
Material.The building girder construction that crimping grooved profile is connected into by pillar, in casting concrete, without another formwork supporting plate, Ke Yiti
High efficiency of construction, reduces cost of labor, meets the demand of modular assembly.
For ease of description, the quality of embodiment is not only represented for the sequencing of embodiment of above.
Finally it should be noted that：Embodiment of above is only limited to illustrate the technical solution of the utility model, rather than to it
System；Although the utility model is described in detail with reference to aforementioned embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in foregoing each embodiment, or special to which part technology
Levy carry out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from each reality of the utility model
Apply the spirit and scope of mode technical scheme.
Claims (10)
1. a kind of crimping grooved profile, it is characterised in that the crimping grooved profile includes the first transverse slat (1), the second transverse slat
(2), riser (3), folded plate (4) and concrete baffle plate (5), first transverse slat (1) and the second transverse slat (2) are vertically fixedly connected on
The upper and lower ends of the riser (3), first transverse slat (1) and the second transverse slat (2) are parallel to each other, and the first transverse slat (1) is located at the
The top of two transverse slats (2), the folded plate (4) is fixed on the other end of the second transverse slat (2), and the folded plate (4) is put down with riser (3)
OK, the folded plate (4) is located at the top of second transverse slat (2), and the concrete baffle plate (5) is fixed on first transverse slat
(1) on the other end, the concrete baffle plate (5) is parallel with the riser (3), and the concrete baffle plate (5) is located at described the
The top of one transverse slat (1).
2. crimping grooved profile according to claim 1, it is characterised in that first transverse slat (1), the second transverse slat (2),
Riser (3), folded plate (4) and concrete baffle plate (5) are formed in one.
3. crimping grooved profile according to claim 1, it is characterised in that first transverse slat (1) and the second transverse slat (2)
Equal length.
4. crimping grooved profile according to claim 1, it is characterised in that the upper end of the concrete baffle plate (5) is fixed
Striker plate (6) is connected with, the striker plate (6) is located at the homonymy of the concrete baffle plate (5), institute with first transverse slat (1)
Striker plate (6) is stated parallel to first transverse slat (1).
5. crimping grooved profile according to claim 4, it is characterised in that the striker plate (6), concrete baffle plate (5)
And first be fixedly installed multiple reinforcing plates (7) between transverse slat (1), the reinforcing plate (7) is shaped as right-angled trapezium, it is described plus
Strong plate (7) is vertical with the striker plate (6), concrete baffle plate (5) and the first transverse slat (1) respectively and is fixedly connected.
6. crimping grooved profile according to claim 4, it is characterised in that the striker plate (6) and the first transverse slat (1) it
Between be fixedly installed multiple bracing pieces (8), the two ends of the bracing piece (8) are respectively fixedly connected with horizontal in striker plate (6) and first
On plate (1).
7. crimping grooved profile according to claim 1, it is characterised in that first transverse slat (1) and the second transverse slat (2)
Between be additionally provided with multiple supporting plates, the upper and lower ends of the supporting plate are fixedly connected on the first transverse slat (1) and the second transverse slat (2)
On.
8. crimping grooved profile according to claim 7, it is characterised in that the supporting plate is flat board (10).
9. crimping grooved profile according to claim 7, it is characterised in that the supporting plate is arc, the arc
The upper and lower ends of plate (9) are fixedly connected with the first transverse slat (1) and the second transverse slat (2) respectively, the middle part of the arc (9) and institute
State riser (3) contact.
10. one kind building girder construction, it is characterised in that the building girder construction includes crimping grooved profile, the crimping flute profile
Section bar is the crimping grooved profile according to any one in claim 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621453757.7U CN206397000U (en) | 2016-12-27 | 2016-12-27 | Crimping grooved profile and building girder construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621453757.7U CN206397000U (en) | 2016-12-27 | 2016-12-27 | Crimping grooved profile and building girder construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206397000U true CN206397000U (en) | 2017-08-11 |
Family
ID=59516880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621453757.7U Expired - Fee Related CN206397000U (en) | 2016-12-27 | 2016-12-27 | Crimping grooved profile and building girder construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206397000U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759900A (en) * | 2017-02-28 | 2017-05-31 | 北京善筑科技股份有限公司 | Assembled architecture agent structure |
| CN108442610A (en) * | 2018-05-29 | 2018-08-24 | 北京集简筑成科技有限公司 | Groove profile beam assembly, trough girder and assembled architecture |
| CN108487464A (en) * | 2018-05-29 | 2018-09-04 | 北京集简筑成科技有限公司 | Card slot connector and assembled architecture |
-
2016
- 2016-12-27 CN CN201621453757.7U patent/CN206397000U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759900A (en) * | 2017-02-28 | 2017-05-31 | 北京善筑科技股份有限公司 | Assembled architecture agent structure |
| CN108442610A (en) * | 2018-05-29 | 2018-08-24 | 北京集简筑成科技有限公司 | Groove profile beam assembly, trough girder and assembled architecture |
| CN108487464A (en) * | 2018-05-29 | 2018-09-04 | 北京集简筑成科技有限公司 | Card slot connector and assembled architecture |
| CN108487464B (en) * | 2018-05-29 | 2024-02-06 | 北京集简筑成科技有限公司 | Clamping groove connecting piece and assembled building |
| CN108442610B (en) * | 2018-05-29 | 2024-03-08 | 北京集简筑成科技有限公司 | Groove type beam assembly and assembled building |
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| PP01 | Preservation of patent right |
Effective date of registration: 20180503 Granted publication date: 20170811 |
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| PD01 | Discharge of preservation of patent | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20210503 Granted publication date: 20170811 |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170811 Termination date: 20181227 |