CN205894425U - Truss building carrier plate - Google Patents
Truss building carrier plate Download PDFInfo
- Publication number
- CN205894425U CN205894425U CN201620907984.6U CN201620907984U CN205894425U CN 205894425 U CN205894425 U CN 205894425U CN 201620907984 U CN201620907984 U CN 201620907984U CN 205894425 U CN205894425 U CN 205894425U
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- CN
- China
- Prior art keywords
- truss
- reinforcing bar
- support plate
- floor support
- supporting
- Prior art date
- 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.)
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Abstract
The utility model discloses a truss building carrier plate is applied to building processing technology field to under solving existing situations, the bottom plate is little rib profiled sheet, and the span that construction stage truss building carrier plate allowwed is big more, and the camber of truss is big more, and concrete slab thickness increases thereupon, the permanent load of structure and the problem that the dead weight also increases thereupon. Truss building carrier plate, including a plurality of trusss and bottom plate, wherein, the bottom plate is a plurality of crests and the trough replaces the profiled sheet that links to each other and form in proper order, the truss sets up the trough department at the bottom plate. The utility model discloses a truss building carrier plate's bottom plate adopts the wave crest and wave trough's of the little rib in area profiled sheet to promote truss building carrier plate rigidity, truss fixation can increase the camber of truss and utilize the crest to reduce the volume on concrete protection layer simultaneously in the trough of bottom plate.
Description
Technical field
The utility model is related to construction processes technical field, in particular to a kind of truss floor support plate.
Background technology
Truss floor support plate is belonging to the one kind no supporting die mould to combine floor support plate, and truss is to add in the sizing of backstage processing space
Work, site operation needs first to be fixed on girder steel profiled sheet using peg, then places truss and carry out colligation, checks and accepts after-pouring
Concrete.
However, base plate is micro- rib profiled sheet in prior art, the span that construction stage truss floor support plate allows is bigger, purlin
Frame height is bigger, and the thickness of concrete cover increases therewith, and the dead load of structure and deadweight are consequently increased it is therefore desirable to one
Plant the truss floor support plate that in the case of not affecting total structure, again can reduce truss deadweight.
Utility model content
The purpose of this utility model is to provide a kind of truss floor support plate, with solve existing in the case of, base plate be micro- rib pressure
Shape steel plate, the span that construction stage truss floor support plate allows is bigger, and truss depth is bigger, and the thickness of concrete cover increases therewith
Plus, the problem that the dead load of structure is consequently increased with deadweight, and the base plate of the truss floor support plate of the utility model offer is band
The profiled sheet of the Wave crest and wave trough of micro- rib, thus improving the rigidity of truss floor support plate base plate, truss is fixed on the trough of base plate
Interior, the height of truss can be increased；Crest using base plate reduces the volume of concrete cover, thus realizing reducing concrete
Protective layer volume, reduces the purpose of dead load, and the section of concrete slab forms concaveconvex structure, also increases floor, bridge simultaneously
Plate intensity.
The utility model provides a kind of truss floor support plate, comprising: multiple truss and base plate；Wherein,
Described base plate is the profiled sheet that multiple crests and trough are alternately connected to form successively, and described truss is arranged on base plate
Trough at.
Further, described truss is fixedly connected on upper surface at the trough of base plate.
During practical application, described truss includes wind up reinforcing bar, lower edge reinforcing bar and reinforcing bar web member；
The described reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member are by affixed formation truss.
Further, described reinforcing bar web member all becomes isosceles triangular structure, and the described reinforcing bar that winds up is solid with reinforcing bar web member top
Fixed connection, described lower edge reinforcing bar is fixedly connected with outside two waists of described reinforcing bar web member respectively.
Further, described truss is also connected with supporting reinforcing bar.
During practical application, described supporting reinforcing bar includes vertically disposed supporting horizontal bar and the perpendicular muscle of supporting；
The two ends of described supporting horizontal bar are connected with truss welding, and the top that muscle is erected in described supporting is fixedly connected with truss, institute
The infall stating supporting horizontal bar with the perpendicular muscle of supporting is fixedly connected.
Further, the described horizontal bar that supports is fixedly connected across two waists of reinforcing bar web member and with reinforcing bar web member, described supporting
The two ends of horizontal bar are arranged on lower edge reinforcing bar lower end and are fixedly connected with lower edge reinforcing bar.
Further, described supporting is erected top rib end and is fixedly connected with the reinforcing bar that winds up.
Further, concrete cover, the lower surface of described lower edge reinforcing bar and the upper table of concrete cover are also included
Face contacts.
During practical application, the crest of described base plate and trough centre position are equipped with miniature reinforcement, described crest plus
Strong muscle both sides are provided with the multiple projections for strengthening foolrstiffness.
With respect to prior art, truss floor support plate described in the utility model has the advantage that
1st, the truss floor support plate that the utility model provides, the profiled sheet that base plate adopts is the Wave crest and wave trough shape with micro- rib
Formula, thus lifting rigidity, truss welding, in base plate trough, can increase truss depth, reduces concrete protective using crest
The volume of layer, thus realizing reducing volume of concrete, reduces the purpose of dead load.
2nd, the truss floor support plate that the utility model provides, reinforcing bar web triangularity structure, Stability Analysis of Structures, anti-pressure ability
By force, meanwhile, the supporting reinforcing bar in truss becomes the perpendicular muscle of square crossing structure, supporting horizontal bar and supporting to improve reinforcing bar web further
Intensity, structure is more stable.
3rd, the truss floor support plate that the utility model provides, the section of concrete slab forms concaveconvex structure, further enhances
Floor, bridge plate intensity.
Above-mentioned setting so that the truss floor support plate structure that provides of the utility model is simple, boist truss intensity simultaneously.
Brief description
In order to be illustrated more clearly that the 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 structural representation of the truss floor support plate that Fig. 1 provides for the utility model embodiment；
Fig. 2 is the structural representation of the base plate that the utility model embodiment based on Fig. 1 provides；
Fig. 3 is the front view of the truss that the utility model embodiment based on Fig. 1 provides；
Fig. 4 is the side view of the truss that the utility model embodiment based on Fig. 3 provides；
Fig. 5 is the base plate reinforcement and raised structural representation that the utility model embodiment based on Fig. 1 provides.
Reference:
10- base plate；20- truss；30- supports reinforcing bar；
11- crest；12- trough；13- reinforcement；
14- is raised；
21- winds up reinforcing bar；22- lower edge reinforcing bar；23- reinforcing bar web member；
31- supports horizontal bar；The perpendicular muscle of 32- supporting.
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 the utility model, rather than whole embodiments.Based on the embodiment in the 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, " " center ", " on ", D score, "left", "right", " perpendicular it should be noted that term
Directly ", the orientation of instruction such as " level ", " interior ", " outward " or position relationship are based on orientation shown in the drawings or position relationship, are only
For the ease of description the utility model with simplify description, rather than instruction or the hint device of indication or element must have specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to restriction of the present utility model.Additionally, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicating or hint relative importance.
In description of the present utility model, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " being connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or integratedly
Connect；Can be to be mechanically connected or electrically connect；Can be to be joined directly together it is also possible to be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning in the utility model for the language.
The structural representation of the truss floor support plate that Fig. 1 provides for the utility model embodiment；Fig. 2 is this reality based on Fig. 1
The structural representation of the base plate 10 being provided with new embodiment；Fig. 3 is the truss that the utility model embodiment based on Fig. 1 provides
20 front view；Fig. 4 is the side view of the truss 20 that the utility model embodiment based on Fig. 3 provides；Fig. 5 is based on Fig. 1's
Base plate 10 reinforcement 13 and raised 14 structural representation that the utility model embodiment provides.
As Figure 1-4, the utility model embodiment provides a kind of truss floor support plate, including multiple truss 20 and base plate
10；Wherein, base plate 10 is the profiled sheet that multiple crests 11 and trough 12 are alternately connected to form successively, and truss 20 is arranged on base plate
At 10 trough 12.
Wherein, the profiled sheet of multiple crests 11 and trough 12 is alternately connected to form this base plate 10, between multiple base plates 10
Lateral connection is carried out using occlusion form, wherein, crest 11 and trough 12 are to be arranged alternately it is therefore intended that making truss building successively
Board weight capacity is uniform.
Herein it should be noted that base plate 10 adopts profiled sheet, it is only used as a kind of illustration, base plate 10 can also be adopted
With other forms, here does not just illustrate one by one.
It can thus be seen that the utility model embodiment provide truss floor support plate, base plate 10 adopt profiled sheet be
Crest 11 with micro- rib and trough 12 form, thus lifting rigidity, truss 20 is fixedly connected in the trough 12 of base plate 10, permissible
Increase the height of truss 20；Reducing the volume of concrete cover using crest 11, thus realizing reducing volume of concrete, reducing
The purpose of dead load.
As shown in Figure 3-4, during practical application, truss 20 is fixedly connected on trough 12 upper surface of base plate 10.
During practical application, truss 20 includes wind up reinforcing bar 21, lower edge reinforcing bar 22 and reinforcing bar web member 23；
Wind up reinforcing bar 21, lower edge reinforcing bar 22 and reinforcing bar web member 23 by being fixedly connected to form truss 20.
Further, reinforcing bar web member 23 becomes multiple isosceles triangular structures, and the reinforcing bar 21 that winds up is pushed up with multiple reinforcing bar web members 23
End is fixedly connected, and lower edge reinforcing bar 22 is fixedly connected with outside two waists of multiple reinforcing bar web members 23 respectively.
Further, truss 20 is also fixedly connected with supporting reinforcing bar 30.
During practical application, supporting reinforcing bar 30 includes the supporting horizontal bar 31 being arranged in a mutually vertical manner and the perpendicular muscle 32 of supporting；Above-mentioned
The two ends holding horizontal bar 31 are fixedly connected with truss 20, and the top of the perpendicular muscle 32 of supporting is fixedly connected with truss 20, supports horizontal bar 31 He
The infall of the perpendicular muscle 32 of supporting is fixedly connected.
Specifically, support horizontal bar 31 to fix even across two waists of the reinforcing bar web member 20 positioned at end and with reinforcing bar web member 20
Connect, the two ends of supporting horizontal bar 31 are arranged on lower edge reinforcing bar 22 lower end and are fixedly connected with lower edge reinforcing bar 22.
Specifically, support perpendicular muscle 32 top to be fixedly connected with the reinforcing bar 21 that winds up positioned at end.
It follows that the truss floor support plate that the utility model embodiment provides, multiple 23 one-tenth isosceles triangles of reinforcing bar web
Structure, Stability Analysis of Structures, anti-pressure ability is strong, and meanwhile, truss 20 two ends are provided with supporting reinforcing bar 30 and become square crossing structure, supporting
The intensity that muscle 32 improves reinforcing bar web 23 further is erected in horizontal bar 31 and supporting, and structure is more stable.
Herein it should be noted that all sides of being fixedly connected of referring to of truss floor support plate of providing of the utility model embodiment
Formula is it is preferable that all using the connected mode of resistance spot welding, but is only used as a kind of illustration, can also for bonding, hinged etc. its
His connected mode, here does not just illustrate one by one.Meanwhile, the truss 20 of the truss floor support plate that the utility model embodiment provides is permissible
Using reinforcing bar, but it is not limited to reinforcing bar one kind, here does not just illustrate one by one.
Further, concrete cover, the lower surface of lower edge reinforcing bar 22 and the upper surface of concrete cover are also included
Contact.During practical application, the section of concrete slab becomes concaveconvex structure.
Wherein, in lower edge reinforcing bar 22 lower section insertion concrete cover, it is structure as a whole with concrete cover and jointly
Bear service load during use.
Herein it should be noted that concrete cover can be bituminous concrete protective layer, coagulating cement protective soil layer
Deng or be mortar cover, above-mentioned several be illustrative only, protective layer from depending on as the case may be, here is just
Do not illustrate one by one.
It follows that the truss floor support plate that the utility model embodiment provides, the section formation concaveconvex structure of concrete slab,
Further enhance floor and bridge plate intensity.
During practical application, as shown in Figure 2 and Figure 5, the crest 11 of base plate 10 and the centre position of trough 12 be equipped with miniature
Reinforcement 13, reinforcement 13 both sides of crest 11 be provided with for strengthen base plate 10 rigidity multiple raised 14.
Herein it should be noted that reinforcement 13 and raised 14 setting, all in order to preferably improve the rigidity of base plate 10
With intensity and weight capacity.
What the truss floor support plate that the utility model embodiment provides was applied to industry and civil buildings and structures combines building
Lid.The deadweight of floor water-bearing concreae and certain construction load can be born in the construction stage, in operational phase, the steel that winds up of truss 20
Muscle 21, lower edge reinforcing bar 22, reinforcing bar web member 23 and concrete cover entirety cooperation bear maneuvering load, can be used for unidirectional
Simply supported slab, by supporting plate seat shoulder bar, can be used for one-way continuous slab；At the same time it can also by adding and truss 20 Vertical Square
To reinforcement and board support bear muscle, for freely-supported or continuous two-way slab.
The truss floor support plate that the utility model embodiment provides achieves mechanization production, is conducive to arrangement of bar spacing equal
Even, thickness of concrete cover is consistent, improves the construction quality of floor.Truss floor support plate after assembling can substantially reduce scene
Reinforcing bar binding engineering amount, accelerating construction progress, increase construction safety and ensure, realize civilized construction.Assembled template and connector
Easy for installation, meet the requirement of national energy-saving environmental protection.Truss floor support plate can be substantially increased with supporting automated production equipment
Labor productivity, effectively reduces product cost.
Last it is noted that various embodiments above is only in order to illustrating the technical solution of the utility model, rather than it is limited
System；Although being described in detail to the utility model with reference to foregoing embodiments, those of ordinary skill in the art should
Understand: it still can be modified to the technical scheme described in foregoing embodiments, or to wherein some or all of
Technical characteristic carries out equivalent；And these modifications or replacement, do not make the essence of appropriate technical solution depart from this practicality new
The scope of type each embodiment technical scheme.
Claims (10)
1. a kind of truss floor support plate is it is characterised in that include multiple truss and base plate；Wherein,
Described base plate is the profiled sheet that multiple crests and trough are alternately connected to form successively, and described truss is arranged on the ripple of base plate
At paddy.
2. truss floor support plate according to claim 1 is it is characterised in that described truss is fixedly connected at the trough of base plate
Upper surface.
3. truss floor support plate according to claim 2 is it is characterised in that described truss includes wind up reinforcing bar, lower edge reinforcing bar
And reinforcing bar web member；
The described reinforcing bar that winds up, lower edge reinforcing bar and reinforcing bar web member are by affixed formation truss.
4. truss floor support plate according to claim 3 is it is characterised in that described reinforcing bar web member all becomes isosceles triangle to tie
Structure, the described reinforcing bar that winds up is fixedly connected with reinforcing bar web member top, described lower edge reinforcing bar respectively with two waists of described reinforcing bar web member outside
Side is fixedly connected.
5. truss floor support plate according to claim 4 is it is characterised in that be also connected with supporting reinforcing bar on described truss.
6. truss floor support plate according to claim 5 is it is characterised in that described supporting reinforcing bar includes vertically disposed supporting
Horizontal bar and the perpendicular muscle of supporting；
The two ends of described supporting horizontal bar are connected with truss welding, and the top that muscle is erected in described supporting is fixedly connected with truss, described
The infall holding horizontal bar with the perpendicular muscle of supporting is fixedly connected.
7. truss floor support plate according to claim 6 it is characterised in that described supporting horizontal bar across reinforcing bar web member two waists
And be fixedly connected with reinforcing bar web member, the two ends of described supporting horizontal bar are arranged on lower edge reinforcing bar lower end and are fixed even with lower edge reinforcing bar
Connect.
8. truss floor support plate according to claim 6 is it is characterised in that the perpendicular top rib end of described supporting is fixed with the reinforcing bar that winds up
Connect.
9. truss floor support plate according to claim 3 is it is characterised in that also include concrete cover, described lower edge steel
The lower surface of muscle is contacted with the upper surface of concrete cover.
10. truss floor support plate according to claim 1 is it is characterised in that the crest of described base plate and trough centre position
It is equipped with miniature reinforcement, the reinforcement both sides of described crest are provided with the multiple projections for strengthening foolrstiffness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620907984.6U CN205894425U (en) | 2016-08-19 | 2016-08-19 | Truss building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620907984.6U CN205894425U (en) | 2016-08-19 | 2016-08-19 | Truss building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894425U true CN205894425U (en) | 2017-01-18 |
Family
ID=57778819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620907984.6U Expired - Fee Related CN205894425U (en) | 2016-08-19 | 2016-08-19 | Truss building carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894425U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121113A (en) * | 2016-08-19 | 2016-11-16 | 秦皇岛耐力重工机械有限公司 | Truss floor support plate |
-
2016
- 2016-08-19 CN CN201620907984.6U patent/CN205894425U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121113A (en) * | 2016-08-19 | 2016-11-16 | 秦皇岛耐力重工机械有限公司 | Truss floor support plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170215 Address after: 066499 Lulong Qinhuangdao Economic Development Zone in the Southern District of green chemical industry park under heavy endurance Patentee after: Zhao Chunxi Address before: 066499 Hebei Province Economic Development Zone, Lulong Province, the Southern Green Chemical Park Patentee before: Qinhuangdao Naili Heavy Industry Machinery Co., Ltd. Patentee before: Zhao Chunxi |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181106 Address after: 066400 south side of 102 National Road, Xia Zhai Township, Lulong, Qinhuangdao, Hebei Patentee after: Hebei Hua Yang Seiko Machinery Manufacturing Co., Ltd. Address before: 066499 Hebei Qinhuangdao Lulong Economic Development Zone, Southern District, the lower walled Green Chemical Park endurance heavy industry. Patentee before: Zhao Chunxi |
|
| 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: 20170118 Termination date: 20190819 |