CN207110173U - A kind of honeycomb core floor slab structure - Google Patents
A kind of honeycomb core floor slab structure Download PDFInfo
- Publication number
- CN207110173U CN207110173U CN201720899816.1U CN201720899816U CN207110173U CN 207110173 U CN207110173 U CN 207110173U CN 201720899816 U CN201720899816 U CN 201720899816U CN 207110173 U CN207110173 U CN 207110173U
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- honeycomb core
- neck
- location division
- cast
- floor slab
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Abstract
It the utility model is related to kind of a building floor technical field, more particularly to a kind of honeycomb core floor slab structure, including end template, honeycomb core, girt strip and cast-in-site concrete roof plate, girt strip is reinforced beam, the cross section of honeycomb core is inverted "convex" shape structure, including top panel, epipleural and lower side panel, the angle of two neighboring epipleural is provided with the first neck being vertically arranged, top panel is provided with the second neck, second neck is connected between two the first diagonally positioned necks, reinforcing bar keeper is provided between cast-in-site concrete roof plate and honeycomb core, reinforcing bar keeper is distributed in four angles of honeycomb core, and it is connected in the first neck and the second neck, the horizontal direction and vertical direction of honeycomb core are positioned.The utility model is reasonable in design, using effect is good, economical and practical, can effectively solve the problems, such as that the honeycomb core position in the presence of existing cassette ceiling construction is easily offset.
Description
Technical field
Kind of a building floor technical field is the utility model is related to, more particularly to a kind of honeycomb core floor slab structure.
Background technology
The development of construction industry technology is maked rapid progress, and new material and new technique emerge in an endless stream, in large span, large spatial structure
Passed through in construction frequently with cast-in-situ hollow floor plate structure, such a structure is the pre-buried GBF honeycomb cores in in-situ reinforced concrete slab
Component and formed.Above-mentioned GBF honeycomb cores are cavity die components, and it has the ribs of enhancing impact property and intensity, bottom
There is ribs on plate, and reinforcing bar and steel wire are accompanied in bottom plate.When honeycomb core is applied in cast-in-place concrete hollow floor slab, due to
Honeycomb core is not only a cavity die component, and its bottom plate can as the suspended ceiling decorative plate of close intercostal, thus with it is in light weight,
The notable spies such as intensity is high, bidirectional stress power transmission is identical, deflection deformation is small, shearing resistance torsional property is good, crack resistance and anti-seismic performance are good
Point.But in practice of construction, the existing cast-in-situ reinforced concrete hollow floor based on GBF honeycomb cores is deposited to some extent
The practical problem such as easy skew in the honeycomb core position of construction speed relatively slowly, in cassette ceiling.
Utility model content
The purpose of this utility model is to provide a kind of honeycomb core floor slab structure, reasonable in design, using effect is good, economical
Practicality, can effectively solve the problems, such as that the honeycomb core position in the presence of existing cassette ceiling construction is easily offset.
Above-mentioned purpose of the present utility model technical scheme is that：A kind of honeycomb core floor slab structure,
Including end template, multiple laterally homogeneous honeycomb cores being laid on end template, the girt strip being laid between two neighboring honeycomb core
With the cast-in-site concrete roof plate being arranged on honeycomb core and girt strip, the girt strip is reinforced beam, cast-in-site concrete roof plate
For armoured concrete slab, the girt strip, honeycomb core and cast-in-site concrete roof plate, which pour, to be integrated, and the cross section of the honeycomb core is
Inverted "convex" shape structure, including top panel, be distributed in the top panel and all around the epipleural of four sides and be connected to described
Lower side panel below epipleural, the angle of the two neighboring epipleural are provided with the first neck being vertically arranged, it is described on
Panel is provided with the second neck, and second neck is connected between two the first diagonally positioned necks, the cast-in-place coagulation
Reinforcing bar keeper is provided between native top plate and the honeycomb core, the reinforcing bar keeper is distributed in four angles of the honeycomb core
Place, and be connected in first neck and second neck, the horizontal direction and vertical direction to the honeycomb core are carried out
Positioning.
Preferably, the reinforcing bar keeper includes connecting portion, the first location division and the second location division, the connecting portion is consolidated
It is connected in the cast-in-site concrete roof plate, first location division is connected in first neck, second location division card
It is connected in second neck.
Preferably, first location division is is vertically arranged, second location division is horizontally disposed, and described first is fixed
Shape angle in 90 ° between position portion and second location division.
Preferably, the junction of the top panel and the epipleural is provided with chamfering.
Preferably, be connected with arc transition plate between the epipleural and the lower side panel, the arc transition plate to
The honeycomb core lateral direction bending.
Preferably, the panel is provided with circular groove, phase of the circular groove positioned at two second necks
At friendship.
The beneficial effects of the utility model：The utility model by setting reinforcing bar keeper, ensure honeycomb core position it is accurate,
Do not shift, it is reasonable in design, using effect is good, economical and practical, in the presence of effectively solving existing cassette ceiling construction
The problem of honeycomb core position is easily offset.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment；
Fig. 2 is the front view of honeycomb core in the utility model embodiment；
Fig. 3 is the top view of honeycomb core in the utility model embodiment；
Fig. 4 is the structural representation of reinforcing bar keeper in the utility model embodiment；
In figure：1- end templates, 2- cast-in-site concrete roof plates, 3- girt strips, 4- honeycomb cores, 41- top panels, 411- second block
Groove, 412- circular grooves, 42- epipleurals, the necks of 421- first, 43- lower side panels, 44- lower shoes, 45- chamferings, 46- circular arc mistakes
Cab apron, 5- reinforcing bar keepers, 51- connecting portions, the location divisions of 52- first, the location divisions of 53- second.
Embodiment
With reference to accompanying drawing, the utility model is described in further detail.This specific embodiment is only to the utility model
Explanation, it is not to limitation of the present utility model, and those skilled in the art, can be according to need after this specification is read
The modification of no creative contribution is made to the present embodiment, but as long as in right of the present utility model all by
The protection of Patent Law.
Embodiment：As shown in Figures 1 to 4, a kind of honeycomb core floor slab structure, including end template 1, multiple laterally homogeneous layings
Honeycomb core 4 on end template 1, the girt strip 3 being laid between two neighboring honeycomb core 4 and be arranged on honeycomb core 4 with girt strip 3
Cast-in-site concrete roof plate 2, the girt strip 3 is reinforced beam, and cast-in-site concrete roof plate 2 is armoured concrete slab, described
Girt strip 3, honeycomb core 4 and cast-in-site concrete roof plate 2 are poured and are integrated.
Cross section such as Fig. 2 and Fig. 3 honeycomb cores 4 is inverted "convex" shape structure, including top panel 41, be distributed in it is described above
Plate 41 all around the epipleural 42 of four sides and is connected to the lower side panel 43 of the lower section of the epipleural 42 and is arranged on downside
The lower shoe 44 of plate lower end.The spacing of two blocks of relative epipleurals 42 be more than two blocks of relative lower side panels 43 spacing, adjacent two
The angle of the individual epipleural 42 is provided with is provided with the second neck in the first neck 421 being vertically arranged, the top panel 41
411, second neck 411 is connected between two the first diagonally positioned necks 421, the cast-in-site concrete roof plate 2
Reinforcing bar keeper 5 is provided between the honeycomb core 4, the reinforcing bar keeper 5 is distributed in four angles of the honeycomb core 4
Place, and be connected in first neck 421 and second neck 411, horizontal direction and vertical side to the honeycomb core 4
To being positioned.The junction of top panel 41 and the epipleural 42 is provided with chamfering 45.Epipleural 42 and the lower side panel 43 it
Between be connected with arc transition plate 46, the arc transition plate 46 is bent to the lateral direction of honeycomb core 4.The panel is provided with
Circular groove 412, the circular groove 412 is positioned at the intersection of two second necks 411.
As shown in figure 4, reinforcing bar keeper 5 includes connecting portion 51, the first location division 52 and the second location division 53, the connection
Portion 51 is fixed in the cast-in-site concrete roof plate 2, and first location division 52 is connected in first neck 421, described
Second location division 53 is connected in second neck 411.To be vertically arranged, second location division 53 is for first location division 52
It is horizontally disposed, shape angle in 90 ° between first location division 52 and second location division 53.Before pouring, first
The connecting portion 51 of reinforcing bar keeper 5 is pricked on the reinforced frame in cast-in-site concrete roof plate 2 with iron wire.
Claims (6)
1. a kind of honeycomb core floor slab structure, including end template（1）, multiple laterally homogeneous be laid in end template（1）On honeycomb core
（4）, be laid in two neighboring honeycomb core（4）Between girt strip（3）Be arranged on honeycomb core（4）With girt strip（3）On it is cast-in-place mixed
Coagulate native top plate（2）, the girt strip（3）For reinforced beam, cast-in-site concrete roof plate（2）For armoured concrete slab, the rib
Beam（3）, honeycomb core（4）And cast-in-site concrete roof plate（2）Pour and be integrated, it is characterised in that：The honeycomb core（4）Cross section
For inverted "convex" shape structure, including top panel（41）, be distributed in the top panel（41）The epipleural of four sides all around（42）
And it is connected to the epipleural（42）The lower side panel of lower section（43）, the two neighboring epipleural（42）Angle be provided be in
The first neck being vertically arranged（421）, the top panel（41）Provided with the second neck（411）, second neck（411）Connection
In two the first diagonally positioned necks（421）Between, the cast-in-site concrete roof plate（2）With the honeycomb core（4）Between
Provided with reinforcing bar keeper（5）, the reinforcing bar keeper（5）It is distributed in the honeycomb core（4）Four angles, and be connected to institute
State the first neck（421）With second neck（411）It is interior, to the honeycomb core（4）Horizontal direction and vertical direction carry out
Positioning.
A kind of 2. honeycomb core floor slab structure according to claim 1, it is characterised in that：The reinforcing bar keeper（5）Including
Connecting portion（51）, the first location division（52）With the second location division（53）, the connecting portion（51）It is fixed in the cast-in-place concrete
Top plate（2）On, first location division（52）It is connected to first neck（421）It is interior, second location division（53）Clamping
In second neck（411）It is interior.
A kind of 3. honeycomb core floor slab structure according to claim 2, it is characterised in that：First location division（52）It is perpendicular
It is straight to set, second location division（53）It is horizontally disposed, first location division（52）With second location division（53）It
Between shape angle in 90 °.
A kind of 4. honeycomb core floor slab structure according to claim 1, it is characterised in that：The top panel（41）On described
Side plate（42）Junction be provided with chamfering（45）.
A kind of 5. honeycomb core floor slab structure according to claim 4, it is characterised in that：The epipleural（42）Under described
Side plate（43）Between be connected with arc transition plate（46）, the arc transition plate（46）To the honeycomb core（4）Lateral direction is curved
It is bent.
A kind of 6. honeycomb core floor slab structure according to claim 1, it is characterised in that：The panel is provided with circular groove
（412）, the circular groove（412）Positioned at two second necks（411）Intersection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720899816.1U CN207110173U (en) | 2017-07-24 | 2017-07-24 | A kind of honeycomb core floor slab structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720899816.1U CN207110173U (en) | 2017-07-24 | 2017-07-24 | A kind of honeycomb core floor slab structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207110173U true CN207110173U (en) | 2018-03-16 |
Family
ID=61573635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720899816.1U Active CN207110173U (en) | 2017-07-24 | 2017-07-24 | A kind of honeycomb core floor slab structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207110173U (en) |
-
2017
- 2017-07-24 CN CN201720899816.1U patent/CN207110173U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Honeycomb core floor structures Effective date of registration: 20200511 Granted publication date: 20180316 Pledgee: Huzhou branch of China Post Savings Bank Co., Ltd Pledgor: ZHEJIANG JIACHENG BUILDING Co.,Ltd. Registration number: Y2020330000224 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210922 Granted publication date: 20180316 Pledgee: Huzhou branch of China Post Savings Bank Co.,Ltd. Pledgor: ZHEJIANG JIACHENG BUILDING Co.,Ltd. Registration number: Y2020330000224 |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 313000 No. 656, Qixing Road, high tech Zone, Wuxing District, Huzhou City, Zhejiang Province Patentee after: Zhejiang Jiacheng hehe Construction Co., Ltd Address before: 17 / F, Kangcheng international, 355 Tiaoxi East Road, Wuxing District, Huzhou City, Zhejiang Province, 313000 Patentee before: ZHEJIANG JIACHENG BUILDING Co.,Ltd. |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Honeycomb core floor structure Effective date of registration: 20211109 Granted publication date: 20180316 Pledgee: Huzhou branch of Postal Savings Bank of China Limited Pledgor: Zhejiang Jiacheng hehe Construction Co., Ltd Registration number: Y2021330002201 |