CN207647012U - A kind of floor concrete floor for building of high intensity - Google Patents
A kind of floor concrete floor for building of high intensity Download PDFInfo
- Publication number
- CN207647012U CN207647012U CN201721496032.0U CN201721496032U CN207647012U CN 207647012 U CN207647012 U CN 207647012U CN 201721496032 U CN201721496032 U CN 201721496032U CN 207647012 U CN207647012 U CN 207647012U
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- floor
- ontology
- accessory plate
- building
- reinforced
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Abstract
The utility model discloses a kind of floor concrete floors for building of high intensity,Including floor ontology,Described this body section of floor is convex structure,And floor body interior is equipped at least four square holes,Limiting slot is respectively equipped with above floor ontology both sides,It is movably installed with accessory plate above the floor ontology,Both sides are respectively equipped with fixed column below the accessory plate,The fixed column,It is respectively equipped with lightening hole in each fixed column,And respectively it is fixedly connected with the limited post being used cooperatively with limiting slot below two fixed columns,Front-rear direction is equipped at least six reinforced holes inside the accessory plate,And respectively it is installed with vertical reinforcement in each reinforced hole,By installing accessory plate additional,It can solve when occurring that span is larger or the larger situation of bearing load,Increase the weight bearing power of floor ontology,Compared with original method,With light-weight,Stable structure,The advantages of occupying little space.
Description
Technical field
The utility model is related to building floor technical field, the floor concrete building for building of specially a kind of high intensity
Plate.
Background technology
Reinforced concrete floor application range is extremely wide, and almost all of building can use.Under normal circumstances, reinforced concrete
Tulou plate is often designed to uniform thickness, i.e. the bearing of floor is as the plate thickness at span centre position, to undertake vertical load.Work as appearance
It, generally all can be by way of increasing slab thickness or increasing a floor when situation that span is larger or bearing load is larger
To solve the problems, such as this.Usually in this case, if still routinely method is gone to calculate and be designed, it is thicker to may result in floor
Weight, overall structure material and dead weight increase, and the space and floor cost that floor is placed can also increase on year-on-year basis, for this purpose, this reality
With a kind of floor concrete floor for building of high intensity of novel proposition.
Utility model content
The purpose of this utility model is to provide a kind of floor concrete floors for building of high intensity, to solve the above-mentioned back of the body
The problem of being proposed in scape technology.
To achieve the above object, the utility model provides the following technical solutions：A kind of floor coagulation for building of high intensity
Tulou plate, including floor ontology, described this body section of floor is convex structure, and floor body interior is rectangular equipped at least four
Hole, floor ontology both sides top is respectively equipped with limiting slot, and limit slot length is consistent with floor body length, the building
Accessory plate is movably installed with above plate ontology, both sides are respectively equipped with fixed column, each fixed column below the accessory plate
It is inside respectively equipped with lightening hole, and the limited post being used cooperatively with limiting slot is respectively fixedly connected with below two fixed columns,
Front-rear direction is equipped at least six reinforced holes inside the accessory plate, and is respectively installed with vertical steel in each reinforced hole
Muscle, the accessory plate left and right directions is equipped with several reinforced holes, and is respectively installed with transverse steel in each reinforced hole, often
A transverse steel with Vertical bar connection at be equipped with warp architecture, and on transverse steel adjacent flex point bending side
To being all different.
Preferably, the accessory plate length is consistent with floor body length, and accessory plate width and floor body width one
It causes.
Preferably, reinforced hole there are three being set between four square holes above the floor body interior, the floor sheet
Body lower inside is respectively equipped with reinforced hole on each square hole both sides, and floor ontology is respectively set below two limiting slots
There is reinforced hole, vertical reinforcement is respectively fixedly mounted in the intrinsic each reinforced hole of floor.
Preferably, the limiting slot is concave structure, and the limited post is convex structure, and each size dimension of limited post is equal
It is respectively smaller than limiting slot and corresponds to two to three millimeters of each size dimension.
Compared with prior art, the utility model has the beneficial effects that：
1, it by installing accessory plate additional, can solve, when occurring that span is larger or the larger situation of bearing load, to increase floor
The weight bearing power of ontology has the advantages that light-weight, stable structure, occupies little space compared with original method；
2, by the vertical reinforcement and transverse steel of interconnection in accessory plate, accessory plate can be made more secured, not easily broken
It splits, and is connect accessory plate with floor ontology by the connection type of limited post and limiting slot, while ensure that stability,
When building needs repairing, assembly and disassembly are also more convenient.
Description of the drawings
Fig. 1 is the utility model structural front view；
Fig. 2 is the utility model floor body construction front view；
Fig. 3 is the utility model auxiliary plate structure front view；
Fig. 4 is vertical reinforcement and transverse steel attachment structure schematic diagram；
Fig. 5 is vertical reinforcement and transverse steel connection structure vertical view.
In figure：1 floor ontology, 11 limiting slots, 2 accessory plates, 3 reinforced holes, 4 square holes, 5 fixed columns, 51 limited posts, 52 subtract
Repeated hole, 6 vertical reinforcements, 7 transverse steels.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 5 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of floor concrete building for building of high intensity
Plate, including floor ontology 1,1 section of floor ontology is convex structure, and floor ontology 1 is internally provided at least four square holes 4,
Limiting slot 11 is respectively equipped with above 1 both sides of floor ontology, and 11 length of limiting slot is consistent with 1 length of floor ontology, floor sheet
1 top of body is movably installed with accessory plate 2, and 2 lower section both sides of accessory plate are respectively equipped with fixed column 5, and fixed column 5 is with accessory plate 2
Integral structure is respectively equipped with lightening hole 52 in each fixed column 5, reduces accessory plate 2 and the thereon weight of fixed column 5, and two
5 lower section of a fixed column is respectively fixedly connected with the limited post 51 being used cooperatively with limiting slot 11,2 inside front-rear direction of accessory plate
Equipped at least six reinforced holes 3, and vertical reinforcement 6,2 left and right directions of accessory plate are respectively installed in each reinforced hole 3
Equipped with several reinforced holes 3, and transverse steel 7 is respectively installed in each reinforced hole 3, each transverse steel 7 with it is perpendicular
It is equipped with warp architecture to 6 junction of reinforcing bar, and the bending direction of adjacent flex point is all different on transverse steel 7, intersects and connect
The vertical reinforcement and transverse steel connect can make accessory plate more secured, not easy to break.
Further, 2 length of accessory plate is consistent with 1 length of floor ontology, and 2 width of accessory plate and 1 width of floor ontology
Unanimously, make accessory plate 2 and floor ontology 1 with the use of when have better compatible degree.
Further, 1 inner upper of floor ontology is set between four square holes 4 there are three reinforced hole 3, floor ontology 1
Lower inside is respectively equipped with reinforced hole 3 on 4 both sides of each square hole, and floor ontology 1 is divided equally below two limiting slots 11
Not She You reinforced hole 3, vertical reinforcement 6 is respectively fixedly mounted in each reinforced hole 3 in floor ontology 1, increases floor ontology 1
Structural stability.
Further, limiting slot 11 is concave structure, and limited post 51 is convex structure, and 51 each size dimension of limited post is equal
It is respectively smaller than limiting slot 11 and corresponds to two to three millimeters of each size dimension, limited post 51 is enable just to engage with limiting slot 11；
Operation principle：In actual use, accessory plate 2 and limited post 51 thereon are slided along limiting slot 11, by accessory plate 2 with
Floor ontology 1 connects, and by two plate both ends connection gap cement fixed bondings, accessory plate 2 and floor ontology 1 are connected
Afterwards, you can use it for the place that span is larger or load is heavier, compared with original method, there is light-weight, stable structure, account for
With the small advantage in space, the vertical reinforcement 6 and transverse steel 7 of interconnection in accessory plate 2 can make accessory plate 2 more securely, no
Easy fracture, and connect accessory plate 2 with floor ontology 1 with the connection type of limiting slot 11 by limited post 51, it is steady ensure that
While qualitative, when building needs repairing, assembly and disassembly are also more convenient.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of floor concrete floor for building of high intensity, including floor ontology（1）, it is characterised in that：The floor sheet
Body（1）Section is convex structure, and floor ontology（1）It is internally provided at least four square holes（4）, the floor ontology（1）Two
Limiting slot is respectively equipped with above side（11）, and limiting slot（11）Length and floor ontology（1）Length is consistent, the floor ontology
（1）Top is movably installed with accessory plate（2）, the accessory plate（2）Lower section both sides are respectively equipped with fixed column（5）, each described
Fixed column（5）Inside respectively it is equipped with lightening hole（52）, and two fixed columns（5）Lower section is respectively fixedly connected with and limiting slot
（11）The limited post being used cooperatively（51）, the accessory plate（2）Internal front-rear direction is equipped at least six reinforced holes（3）, and it is every
A reinforced hole（3）Inside respectively it is installed with vertical reinforcement（6）, the accessory plate（2）Left and right directions is equipped with several reinforced holes
（3）, and each reinforced hole（3）Inside respectively it is installed with transverse steel（7）, each transverse steel（7）With it is vertical
Reinforcing bar（6）Junction is equipped with warp architecture, and transverse steel（7）The bending direction of upper adjacent flex point is all different.
2. a kind of floor concrete floor for building of high intensity according to claim 1, it is characterised in that：The auxiliary
Plate（2）Length and floor ontology（1）Length is consistent, and accessory plate（2）Width and floor ontology（1）Equivalent width.
3. a kind of floor concrete floor for building of high intensity according to claim 1, it is characterised in that：The floor
Ontology（1）Inner upper is in four square holes（4）Between set there are three reinforced hole（3）, the floor ontology（1）Lower inside exists
Each square hole（4）Both sides are respectively equipped with reinforced hole（3）, and floor ontology（1）In two limiting slots（11）Lower section is respectively
Equipped with reinforced hole（3）, the floor ontology（1）Interior each reinforced hole（3）Vertical reinforcement is inside respectively fixedly mounted（6）.
4. a kind of floor concrete floor for building of high intensity according to claim 1, it is characterised in that：The limit
Slot（11）For concave structure, the limited post（51）For convex structure, and limited post（51）Each size dimension is respectively less than limit
Position slot（11）Corresponding each two to three millimeters of size dimension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721496032.0U CN207647012U (en) | 2017-11-10 | 2017-11-10 | A kind of floor concrete floor for building of high intensity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721496032.0U CN207647012U (en) | 2017-11-10 | 2017-11-10 | A kind of floor concrete floor for building of high intensity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207647012U true CN207647012U (en) | 2018-07-24 |
Family
ID=62888966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721496032.0U Active CN207647012U (en) | 2017-11-10 | 2017-11-10 | A kind of floor concrete floor for building of high intensity |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207647012U (en) |
-
2017
- 2017-11-10 CN CN201721496032.0U patent/CN207647012U/en active Active
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