CN206144018U - Be suitable for opening type building bottom plate and building element of hoist and mount pendant - Google Patents
Be suitable for opening type building bottom plate and building element of hoist and mount pendant Download PDFInfo
- Publication number
- CN206144018U CN206144018U CN201621082170.XU CN201621082170U CN206144018U CN 206144018 U CN206144018 U CN 206144018U CN 201621082170 U CN201621082170 U CN 201621082170U CN 206144018 U CN206144018 U CN 206144018U
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- China
- Prior art keywords
- clinch
- base plate
- building
- loading end
- overlap joint
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a be suitable for opening type building bottom plate and building element of hoist and mount pendant belongs to the architectural engineering technology field. This building bottom plate includes a loading end, is the overlap joint portion of opposite setting in the both sides of loading end, is equipped with intensive crest between overlap joint portion. Wherein, the both sides overlap joint portion of loading end is that the loading end upwards extends and backward downward bending type becomes the bead structure, and the bending type one -tenth that makes progress again after extending along the level extends the face, and the extension face of two overlap joint portions becomes the faying face to same direction bending type once more, the faying face shape of the overlap joint portion of loading end both sides is the same, but the variation in size, the overlap joint lock power of buckling of the faying face of the overlap joint portion accessible variation in size of adjacent building bottom plate is connected, and the bead of adjacent overlap joint portion makes up into chute structure. The utility model provides a building bottom plate bears the weight of the dynamic height and can replace inferior purlin to use and each supporting facility easy to assemble, and just the appearance is pleasing to the eye rapidly to satisfy the installation of roofing and curtain system operation requirement, can practice thrift the secondary and decorate.
Description
Technical field
This utility model is related to a kind of open-type building base plate and building element for being suitable for lifting suspension member, belongs to architectural engineering
Technical field.
Background technology
Building arranges base plate in roofing and curtain wall system and carries insulation material and can effectively play buffer action prevention
Flame is spread to other buildings.But existing market upper plate has bearing capacity not enough to be needed to install purlin additional, and goes back in heat-insulation layer
Need to install inner support additional, although or bearing capacity can not enough meet roofing and Curtain Wall lifts the Special uses such as suspension member and wants
The problem asked.There is the problems such as installing inconvenient, structure is not attractive in appearance enough simultaneously.For example, remain silent disclosed in patent CN 2769394Y
Although type floor support plate is provided with half arc pendant groove (as shown in Figure 1), but the floor support plate may be only available for the feelings of casting concrete
Shape, has simple structure, carries that lifting part power is weak, be easily deformed, dismount, the problems such as use range is narrow.
Utility model content
To solve the above problems, this utility model provides a kind of open-type building base plate and building using lifting suspension member
Component, the technical scheme taken are as follows：
The purpose of this utility model is to provide a kind of open-type building base plate for being suitable for lifting suspension member, the building base plate bag
A loading end is included, in the both sides of loading end in the clinch being reversed, reinforcing crest is provided between clinch.Wherein,
The both sides clinch of loading end is that loading end upwardly extends and be bent to form oppositely downward fin structure, after horizontal-extending again to
On be bent to form extended surface, the extended surface of two clinch is bent to form faying face to same direction again；Loading end both sides
The faying face shape of clinch is identical but of different sizes, and the clinch of adjacent architectural base plate can pass through faying face of different sizes
Bending lap buckle connect with joint efforts, the fin of adjacent clinch is combined into sliding groove structure.
Preferably, clinch is folded upward at forming extended surface and is provided with reinforcing crest.Wherein, the quantity for strengthening crest can root
Require to be configured according to the span of building base plate.The shape of cross section of reinforcing crest can be the shape such as arc, triangle, trapezoidal
Shape.The different shapes and sizes for strengthening crests are identical or differ.
Preferably, it is additionally provided with non-parallel to the reinforcement sliding groove for strengthening crest between clinch on the downside of loading end
Road, in order to provide junction point to build a device for hoisting or hanging device below base plate when building base plate span and being excessive.Its
In, strengthen slip conduit and can be directly anchored on continuing surface bottom surface, it is also possible to by the sliding groove structure with fin structure composition
Coordinate and be flexibly connected.During flexible connection, the suspension member hung on slip conduit conduit is strengthened can be realized along two vertical direction
Conduit movement such that it is able to realize any movement of the suspension member in space is mounted.
It is highly preferred that strengthening the axial direction of the sliding groove structure for being axially perpendicular to fin structure composition of slip conduit.
Preferably, strengthen slip conduit movable with the sliding groove structure that the fin of the clinch is constituted even by T-shaped screw rod
Connect, strengthen slideway and be provided with the conduit that Open Side Down.Specifically, the reinforcement slip conduit can breathe out fragrant groove.Or be open to
Under, top surface is also used for the conduit of the slotted eye of connecting screw rod.
Preferably, the position of clinch faying face is higher than the peak height for strengthening crest between clinch.
It is highly preferred that the faying face of clinch is the plane parallel to loading end, to strengthen bearing capacity, time purlin, letter are replaced
Change structure, it is convenient to install.
Another object of the present utility model is to provide a kind of building element containing the above building base plate, the building
Component includes at least two building base plates, the erecting by overhang by building the sliding groove structure connection that base plate clinch is formed.
Preferably, the upper surface in loading end is additionally provided with functional layer, in order to adapt to the real needs of various different buildings.
It is highly preferred that the functional layer be sound absorbing layer, dust layer, waterproof layer, warming layer, ventilating layer, noise reduction layer, every vapour
One or more in layer, cavity layer, back-up coat.
Preferably, the erecting by overhang passes through the sliding groove structure company that T-shaped screw rod and nut are formed with building base plate clinch
Connect；Or be connected for the sliding groove structure that M-shaped screw rod and nut are formed with building base plate clinch by longitudinal cross-section.Its
In T-shaped screw rod the upper surface of sliding groove structure that formed of head undersurface and fin structure, screw rod passes perpendicularly through chute knot
The space of structure, is additionally provided with the nut fixed with building base plate on screw rod.
The above it is arbitrary building base plate contain or not contain lifting ornament, ventilation shaft, circuit pipeline, truss,
Hot-water heating pipeline, luminaire, monitoring device, process equipment, process raw material, the application in the building of experimental provision.For example, body
Roof, roofing or curtain wall of venue, city integrated piping lane, production or the processing building such as Factory Building or warehouse etc. are educated, then or is used
Make the floor support plate of building.
Building base plate material can determine according to requirements, for example：Aluminum-zinc alloy can be adopted for base plate above Basketball hall
Perforation plate, effectively can prevent fires, sound-absorbing, anti-corrosion and handsome in appearance.Al-Mg-Mn bottom can be adopted for base plate above pipe of swimming
Plate, can be good at playing moisture-proof role, will not be because of impact roofing service life the reason for environment.
The beneficial effect that this utility model is obtained：
Building Floor load-bearing capacity height provided by the utility model can replace time purlin to use and each auxiliary facility of convenient installation,
Meet roofing and Curtain Wall use requirement installs rapid and good looking appearance, secondary decoration can be saved.Meanwhile, this utility model institute
The building base plate of offer is combined using two groups of nonparallel slip conduits, it is possible to achieve suspension member moving without dead angle on mounting plane
It is dynamic.
This utility model is applied in the fields such as subway, high ferro the Kazakhstan sweet smell slot structure conversion as built-in fitting and support member
It is on building base plate, creative in the form of splicing, formed and be used as hanging suspension member similar to the sliding groove structure for breathing out fragrant groove.
Both structural strength had been enhanced, and had prevented deformation to a greater degree.It is easy to fixed simultaneously and dismounts.The vertical space of cavity layer is enough
T-shaped screw rod vertically adjusts installation.
Description of the drawings
Fig. 1 is the structural representation that the floor support plate of existing patent lifts suspension member.
Fig. 2 is the positive structure diagram of building base plate in a kind of preferred version of this utility model.
Fig. 3 is the positive structure diagram of the connection of building base plate shown in three Fig. 2.
Fig. 4 is the dimensional structure diagram that a kind of building of the building base plate composition of utilization Fig. 2 builds.
Fig. 5 is the positive structure diagram of three pieces of building base plates in this utility model another kind preferred version.
Fig. 6 is the dimensional structure diagram of building base plate shown in four pieces of Fig. 5.
Fig. 7 is a kind of dimensional structure diagram of the building element of the building base plate composition of utilization Fig. 5.
Fig. 8 is the dimensional structure diagram of building element in this utility model another kind scheme.
Wherein, 1, loading end；2, the first clinch；3, the second clinch；4, strengthen crest；5, fin structure；6, extend
Face；7, extended surface strengthens crest；8, faying face；9, T-shaped screw rod；10, nut；11, prop up and hang crossbeam；12, roof boarding；13, insulation
Layer；14, vapor barrier layer；15, cavity layer；16, sound absorbing layer；17, Fan pipeline；18, water supply line；19, electric wire truss；20, coagulation
Native plate；21, arrangement of reinforcement；22, strengthen slideway；23, mobile suspension member；24, connecting rod.
Specific embodiment
This utility model is described further with specific embodiment with reference to meeting, but this utility model is not implemented
The restriction of example.
Embodiment 1
Fig. 2 is the positive structure diagram of building base plate in a kind of preferred version of this utility model.As can be seen from Figure 2, this is built
Building base plate includes a horizontally arranged continuing surface 1, is provided with the first clinch 2 in the left side of continuing surface 1, and right side is provided with
Two clinch 3, are provided with two indents between the first clinch 2 and the second clinch 3 and section are trapezoidal reinforcement crest 4.
Wherein, the first clinch 2 and the second clinch 3 be loading end 1 both sides of the edge be bent to form oppositely downward again upwards fin knot
Structure 5, is bent to form extended surface 6 after horizontal-extending one section again up, the bending place again in process is upwardly extended of extended surface 6
One section is trapezoidal reinforcement crest 7, sequentially passes through inclined-plane and erect after strengthening crest 7 after extending one section straight up again
Face backward same direction horizontal buckling directly and form faying face 8.Extend a vertical plane straight down in the end of faying face 8.Wherein,
Positioned at the vertical plane of 6 the top of extended surface of second clinch 3 on right side and taking slightly larger than first positioned at left side for faying face 8
The counter structure of socket part 2, in order to be realized that effectively overlap joint is fastened when two pieces of adjacent building base plates overlap.
Fig. 3 is the positive structure diagram of three pieces of building base plate connections shown in three Fig. 2.As can be seen from Figure 3, adjacent two pieces
Building base plate realizes integrated connection by fastening to be overlapped on the second clinch 3 on the first clinch 2 of adjacent architectural base plate.And
The two adjacent clinch constitute a cavity structure.Wherein, two fin structures 5 form a sliding groove structure side by side, overall
The bottom of cavity structure is spliced into a Kazakhstan sweet smell slot structure for not having bottom surface.In sliding groove structure, the T-shaped spiral shell for being easy to lift is provided with
Bar 9, two side bottom of head of T screw rods are overlapped with the upper surface of fin structure 5 respectively, and screwed screw rod is tied through chute
Space between structure is connected with suspension member or a crane system downwards.Meanwhile, it is provided with the outer side bottom surface of loading end 1 and is connected with screw rod
Nut 10, to be fixed to which.
Fig. 4 is a kind of dimensional structure diagram of the building element of the building base plate composition of utilization Fig. 2.As can be seen from Figure 4, should
Building element includes some building base plates, the sound absorbing layer 16 on building base plate loading end 1, and using faying face 8 as replacing
The vapor barrier layer 14 for setting gradually from bottom to top, heat-insulation layer 13 and roof boarding 12 that the supporting surface of generation purlin connects.Simultaneously as the
The height of the faying face 8 of one clinch 2 and the second clinch 3 is far above the summit height for strengthening crest 4 so that in sound absorbing layer 16
Cavity layer 15 is formed between vapor barrier layer 14.In the bottom surface of loading end 1, the bottom of T-shaped screw rod 9 extend out as suspension rod with
Horizontally disposed is hung crossbeam 11 and is fixedly connected, and forms a crane system.Fan pipeline 17, water supply line 18 and electric wire truss 19 lead to
Cross above-mentioned crane system to be lifted on below building base plate.
The characteristics of there are above-mentioned lifting mode repair and replacement to facilitate, and install position arbitrarily can adjust.If in building
Base plate span is larger, can fixedly mount the parts such as reinforcement slip conduit, ribs and hang as fixed under the bottom surface of loading end 1
The fulcrum of system.
Embodiment 2
Fig. 5 is the positive structure diagram of three pieces of building base plates in this utility model another kind preferred version.Fig. 6 is four pieces
The dimensional structure diagram of building base plate shown in Fig. 5.Knowable to Fig. 5 and Fig. 6, in the structure and embodiment 1 of the building base plate
Structure is essentially identical.Except for the difference that, three are provided between the first clinch 2 and the second clinch 3 and strengthen crests 4.Wherein two
The wave height of the individual reinforcement crest 4 positioned at both sides is much larger than positioned at middle reinforcement crest 4, and the greatly strong wave peak 4 of both sides
Top is additionally provided with recessed concave surface, with further reinforced structure.
Fig. 7 is a kind of dimensional structure diagram of the building element of the building base plate composition of utilization Fig. 5.As can be known from Fig. 7,
The building element is by some building base plates, positioned at the concrete layer 20 on building base plate top and positioned at building base plate bottom
Prop up crane system and suspension member composition.Wherein, arrangement of reinforcement 21 is provided with concrete layer 20.A crane system and suspension member of 1 bottom of continuing surface
Set-up mode is same as Example 1.
Embodiment 3
Fig. 8 is the dimensional structure diagram of building element in this utility model another kind scheme.As it can be observed in the picture that this
In preferred version, the critical piece and connected mode of the building element is identical with embodiment 2.Difference is, all
The outside of fixed -piping also connects a downwardly open reinforcement slideway 22 by T-shaped screw rod 9, and is strengthening the downward of slideway 22
Connecting rod 24 is connected with opening, the other end of connecting rod 24 is fixedly connected with mobile suspension member 23.Wherein, strengthen slideway 22
Downwardly open direction it is parallel with the length direction of ground way 22.Meanwhile, the downwardly open length can be equal to and add
The length of strong slideway 22, so mobile suspension member 23 can be moved freely along the length direction for strengthening slideway 22, simultaneously as T-shaped
Screw rod 9 can be along the sliding groove structure movement of the composition of fin structure 5.Thus moving suspension member 23 can be along two different directions movement.
The length direction of the length direction and reinforcement slideway 22 of the sliding groove structure of the two directions, i.e. fin structure 5 composition, can be vertical
Can also be in a certain angle.Meanwhile, bolt can be passed through in connecting rod 24 and mobile 23 junction of suspension member or other tumblers are adjusted
Whole above-mentioned two direction angulation, to expand the moving range of mobile suspension member.In addition, if needing to limit within the specific limits
The moving range of the mobile suspension member 23 of system, the downwardly open length for strengthening slideway 22 might be less that the length for strengthening slideway 22.
Although this utility model is disclosed as above with preferred embodiment, which is not limited to this utility model, appoints
What person skilled in the art, in without departing from spirit and scope of the present utility model, can do various changes and modification, therefore
Protection domain of the present utility model should be by being defined that claims are defined.
Claims (9)
1. a kind of open-type building base plate for being suitable for lifting suspension member, an including loading end, is in set on the contrary in the both sides of loading end
The clinch put, is provided with reinforcing crest between clinch, it is characterised in that the both sides clinch of loading end is to carry to face upwards
Extend and be simultaneously bent to form fin structure oppositely downward, be folded upward at again forming extended surface after horizontal-extending, two clinch
Extended surface is bent to form faying face to same direction again；The faying face shape of the clinch of loading end both sides is identical, but size
Difference, the clinch of adjacent architectural base plate can be connected with joint efforts by the bending lap buckle of faying face of different sizes, adjacent overlap joint
The fin in portion is combined into sliding groove structure.
2. the building base plate described in claim 1, it is characterised in that clinch is folded upward at forming extended surface and is provided with reinforcing ripple
Peak.
3. the building base plate described in claim 1, it is characterised in that be additionally provided with non-parallel to overlap joint on the downside of loading end
Strengthen the reinforcement slip conduit of crest between portion.
4. the building base plate described in claim 3, it is characterised in that strengthen slip conduit and pass through T-shaped screw rod and the clinch
Fin composition sliding groove structure be flexibly connected, strengthen slideway be provided with the conduit that Open Side Down.
5. the building base plate described in claim 1, it is characterised in that strengthen higher than between clinch the position of clinch faying face
The peak height of crest, the faying face of clinch are the plane parallel to loading end.
6. it is a kind of containing arbitrary building element for building base plate described in claim 1-5, it is characterised in that to build including at least two
Build base plate, the erecting by overhang by building the base plate clinch sliding groove structure for being formed or strengthen the connection of slip conduit.
7. the building element described in claim 6, it is characterised in that be additionally provided with functional layer in the upper surface of loading end.
8. the building element described in claim 7, it is characterised in that the functional layer is sound absorbing layer, dust layer, waterproof layer, guarantor
One or more in warm layer, ventilating layer, noise reduction layer, vapor barrier layer, cavity layer, back-up coat.
9. the building element described in claim 6, it is characterised in that the erecting by overhang is by T-shaped screw rod and nut and building
The sliding groove structure connection that base plate clinch is formed, or be that M-shaped screw rod and nut are taken with building base plate by longitudinal cross-section
The sliding groove structure connection that socket part is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082170.XU CN206144018U (en) | 2016-09-26 | 2016-09-26 | Be suitable for opening type building bottom plate and building element of hoist and mount pendant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082170.XU CN206144018U (en) | 2016-09-26 | 2016-09-26 | Be suitable for opening type building bottom plate and building element of hoist and mount pendant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206144018U true CN206144018U (en) | 2017-05-03 |
Family
ID=58621746
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621082170.XU Withdrawn - After Issue CN206144018U (en) | 2016-09-26 | 2016-09-26 | Be suitable for opening type building bottom plate and building element of hoist and mount pendant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206144018U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245843A (en) * | 2016-09-26 | 2016-12-21 | 黑龙江施耐达建筑技术有限公司 | A kind of open-type building base plate being suitable for lifting suspension member |
| CN108532740A (en) * | 2018-04-24 | 2018-09-14 | 上海市隧道工程轨道交通设计研究院 | Standby pipe structure cavity configuration and its application process are hung under a kind of upper cover building |
| CN112780018A (en) * | 2019-11-01 | 2021-05-11 | 陕西建工第六建设集团有限公司 | Construction method of necking type floor support plate-concrete composite floor slab |
-
2016
- 2016-09-26 CN CN201621082170.XU patent/CN206144018U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245843A (en) * | 2016-09-26 | 2016-12-21 | 黑龙江施耐达建筑技术有限公司 | A kind of open-type building base plate being suitable for lifting suspension member |
| CN108532740A (en) * | 2018-04-24 | 2018-09-14 | 上海市隧道工程轨道交通设计研究院 | Standby pipe structure cavity configuration and its application process are hung under a kind of upper cover building |
| CN112780018A (en) * | 2019-11-01 | 2021-05-11 | 陕西建工第六建设集团有限公司 | Construction method of necking type floor support plate-concrete composite floor slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170503 Effective date of abandoning: 20170922 |