CN208309943U - A kind of fully-prefabricated assembled whole floor - Google Patents
A kind of fully-prefabricated assembled whole floor Download PDFInfo
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- CN208309943U CN208309943U CN201820209365.9U CN201820209365U CN208309943U CN 208309943 U CN208309943 U CN 208309943U CN 201820209365 U CN201820209365 U CN 201820209365U CN 208309943 U CN208309943 U CN 208309943U
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- floor
- anchoring piece
- transverse steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 238000004873 anchoring Methods 0.000 claims description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 239000010410 layer Substances 0.000 description 17
- 238000010586 diagram Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 3
- 101100491335 Caenorhabditis elegans mat-2 gene Proteins 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002355 dual-layer Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011265 semifinished product Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a kind of fully-prefabricated assembled whole floors, its structure includes floor ontology, top mat, lower layer's steel mesh and built-in pipe, the floor body interior is equipped with top mat, lower layer's steel mesh and built-in pipe, and the upper surface both ends of the floor ontology are respectively equipped with the tongue and groove to connect with dry wall or column；The top mat and lower layer's steel mesh are connected as one by two-way concrete slab, as shown in Figure 4, the reinforcing bar of lower layer's steel mesh both direction is elongated setting, and the top bars are made of longitudinal reinforcement and transverse steel, wherein transverse steel or elongated or disconnection and out edges of boards.The floor can greatly improve the prefabricated rate of assembled architecture, shorten the construction period, and can reduce concrete amount relative to truss superimposed sheet, in multi-layer construction structure system.
Description
Technical field
The utility model relates to a kind of floor, specifically a kind of fully-prefabricated assembled whole floor.
Background technique
Existing frequently-used precast floor slab uses superposed type floor, and truss superimposed sheet is generally divided into prefabricated panel and last layer,
But precast floor slab belongs to semi-finished product, it is also necessary to which after superimposed sheet installation, casting concrete greatly reduces assembled architecture
Prefabricated rate can not shorten the construction period well, and plate thickness is more bigger than traditional cast-in-situ floor, increase concrete amount, increase simultaneously
Assembled cost and cost are added.And situ wet operation can not be got rid of, building waste is caused, construction site and peripheral ring are influenced
Environmental pollution is caused in border.Poured in place concrete reduces assembly rate, and rigidity is small, cannot well adapt in large bay room
Between.
Utility model content
The purpose of this utility model is to provide a kind of fully-prefabricated assembled whole floor, which can greatly improve dress
Prefabricated rate with formula building, shortens the construction period, can reduce concrete amount relative to truss superimposed sheet, is used for multi-layer construction structure
In system.
The technical solution adopted by the utility model to solve its technical problems is that: a kind of fully-prefabricated assembled whole floor,
Its structure includes floor ontology, top mat, lower layer's steel mesh and built-in pipe, and the floor body interior is equipped with top bars
The upper surface both ends of net, lower layer's steel mesh and built-in pipe, the floor ontology are respectively equipped with the tongue and groove to connect with dry wall or column；
The top mat and lower layer's steel mesh are connected as one by two-way concrete slab, and the reinforcing bar of lower layer's steel mesh both direction is equal
For elongated setting, the top bars are made of longitudinal reinforcement and transverse steel, wherein transverse steel it is elongated or disconnect and
Edges of boards out.
Further, separated and both ends extend to floor outer body in the transverse steel, the transverse steel be by
Horizon bar, the first anchoring piece and the second anchoring piece are constituted, and one end of horizon bar is equipped with the first anchoring piece, and the other end is equipped with the second anchor
Firmware, the height of first anchoring piece are less than floor body interior height, and the height of the second anchoring firmware is greater than floor
Body interior height.
Further, first anchoring piece and the second anchoring piece are respectively U-shaped.
Further, separated and both ends extend to floor outer body in the transverse steel, the transverse steel be by
Horizon bar, the second anchoring piece and anchor bolt are constituted, and one end that horizon bar is set to floor body interior is equipped with the second anchoring piece, water
One end that flat bar is set to floor body exterior is equipped with anchor bolt.
Further, the anchor bolt and horizon bar end thread are cooperatively connected.
Further, the transverse steel it is elongated setting and both ends extend to floor outer body, transverse steel is by level
Bar and the second anchoring piece are constituted, and the both ends of the horizon bar are respectively equipped with the second anchoring piece.
Further, the transverse steel it is elongated setting and both ends extend to floor outer body, transverse steel is by level
Bar and anchor bolt are constituted, and the both ends of the horizon bar are threadedly coupled anchor bolt respectively.
The beneficial effects of the utility model are:
1, the floor uses the prefabricated floor of monoblock type, cancels last layer, after being installed, without pouring after pouring
Layer, it is only necessary to which floor and wall or beam, column progress part is cast-in-place.Wire box can directly floor member process when carry out it is pre-buried,
The prefabricated rate that assembled architecture can be greatly improved, shortens the construction period.
2, since the transverse steel end in top bars is equipped with anchoring piece, after protruding into dry wall or column by anchoring piece
It pours in section, last casting concrete and wall, beam, column are connected as entirety, reduce concrete amount.
3, anchoring piece is threadedly coupled using anchor bolt with transverse steel, can be by adjusting anchoring spiral shell according to use demand
The extension elongation of the extension elongation control transverse steel of bolt, and anchor bolt can also play the role of load-bearing.
Detailed description of the invention
Fig. 1 is the schematic diagram of the first embodiment of the utility model；
Fig. 2 is usage state diagram；
Fig. 3 is the schematic diagram of the first embodiment of top bars；
Fig. 4 is the schematic diagram of lower layer's reinforcing bar；
Fig. 5 is the schematic diagram of the first embodiment of transverse steel；
Fig. 6 is the schematic diagram of second of embodiment of transverse steel；
Fig. 7 is the partial enlarged view in Fig. 6；
Fig. 8 is the schematic diagram of the third embodiment of transverse steel；
Fig. 9 is floor schematic diagram when transverse steel uses the third embodiment；
Figure 10 is the schematic diagram of the 4th kind of embodiment of transverse steel；
Figure 11 is floor schematic diagram when transverse steel uses the 4th kind of embodiment；
In figure:
In figure: 1 floor ontology, 11 tongue and grooves, 2 top mats, 21 longitudinal reinforcements, 22 transverse steels, 221 horizon bars, 222
Section is poured behind first anchoring piece, 223 second anchoring pieces, 224 anchor bolts, 3 lower layer's steel meshes, 4 built-in pipes, 5 dry walls or column, 6.
Specific embodiment
It is described in detail below referring to the fully-prefabricated assembled whole floor of the one kind of Figure of description to the utility model.
As shown in Figure 1 and Figure 2, the fully-prefabricated assembled whole floor of one kind of the utility model, structure includes floor ontology
1, top mat 2, lower layer's steel mesh 3 and built-in pipe 4 are equipped with top mat 2, lower layer's reinforcing bar inside the floor ontology 1
Net 3 and built-in pipe 4, the upper surface both ends of the floor ontology are respectively equipped with the tongue and groove 11 to connect with dry wall or column 5；On described
Layer steel mesh and lower layer's steel mesh are connected as one by two-way concrete slab, as shown in figure 4, the steel of lower layer's steel mesh both direction
Muscle is elongated setting, and the top bars 2 are made of longitudinal reinforcement 21 and transverse steel 22, wherein transverse steel or elongated
Or it disconnects and edges of boards out.
Embodiment one
As shown in Fig. 1, Fig. 3, Fig. 5, separated in the transverse steel and both ends extend to floor outer body, the cross
It to reinforcing bar 22 is made of horizon bar 221, the first anchoring piece 222 and the second anchoring piece 223, one end of horizon bar 221 is equipped with the
One anchoring piece 222, the other end are equipped with the second anchoring piece 223, and the height of first anchoring piece is less than floor body interior height,
The height of the second anchoring firmware is greater than floor body interior height.
Further, first anchoring piece and the second anchoring piece are respectively U-shaped.Second anchoring piece protrudes on dry wall or column
It is poured in section after reserved.
Embodiment two
As shown in Figure 6, Figure 7, separated and both ends extend to floor outer body, the transverse direction steel in the transverse steel
Muscle is made of horizon bar, the second anchoring piece and anchor bolt, and one end that horizon bar is set to floor body interior is equipped with the second anchor
Firmware, one end that horizon bar is set to floor body exterior are equipped with anchor bolt 224.
The anchor bolt and horizon bar end thread are cooperatively connected, and the stretching for adjusting bolt by rotation anchor bolt is long
Degree.
Embodiment three
As shown in Figure 8, Figure 9, the transverse steel it is elongated setting and both ends extend to floor outer body, transverse steel is
It is made of horizon bar and the second anchoring piece, the both ends of the horizon bar are respectively equipped with the second anchoring piece.
Example IV
As shown in Figure 10, Figure 11, the transverse steel it is elongated setting and both ends extend to floor outer body, transverse steel
It is to be made of horizon bar and anchor bolt, the both ends of the horizon bar are threadedly coupled anchor bolt respectively.Anchoring piece is using anchoring
Bolt is threadedly coupled with transverse steel, according to use demand, can control transverse steel by adjusting the extension elongation of anchor bolt
Extension elongation, and anchor bolt can also play the role of load-bearing.
Work progress:
Step 1: in place by the lifting of integral prefabricated floor, floor is built on dry wall.Dry wall pours region there are after.
Step 2: pouring the reinforcing bar of fragment position after binding, poured in section 6 after the anchoring piece that integral prefabricated floor is reserved is protruded into
Distribution bar.
Step 3: dry wall is stayed set after pour section concrete and pour, floor and wallboard are linked together, use is poured
The slightly expanded concrete of a high label, improves the globality of structure.
With reserved at beam support or wall support after pour section, it is cast-in-place to carry out part, achievees the effect that structural integrity.
The reinforcing bar of integral prefabricated floor is configured to Dual-layer two-way steel mesh.In floor and beam support or wall abutment connection, if
Dowel is set, the globality of structure is improved.
The floor of the utility model uses the prefabricated floor of monoblock type, cancels last layer, after being installed, is not necessarily to
Pour last layer, it is only necessary to which by floor and wall or beam, that column carries out part is cast-in-place.Wire box can directly floor member process when into
Row is pre-buried, can greatly improve the prefabricated rate of assembled architecture, shorten the construction period.
The above, some principles of the utility model that only explains through diagrams, this specification are not intended to this is practical
It is novel to be confined in the shown specific structure and the scope of application, thus it is all it is all may be utilized accordingly modify and wait
Jljl belongs to the applied the scope of the patents of the utility model.
In addition to the technical characteristic described in the specification, remaining technical characteristic is technology known to those skilled in the art.
Claims (7)
1. a kind of fully-prefabricated assembled whole floor, characterized in that including floor ontology, top mat, lower layer's steel mesh and
Built-in pipe, the floor body interior are equipped with top mat, lower layer's steel mesh and built-in pipe, the upper surface of the floor ontology
Both ends are respectively equipped with the tongue and groove to connect with dry wall or column；The top mat and lower layer's steel mesh are connected by two-way concrete slab
It is connected in one, the reinforcing bar of lower layer's steel mesh both direction is elongated setting, and the top bars are by longitudinal reinforcement and transverse direction
Reinforcing bar is constituted, wherein transverse steel or elongated or disconnection and out edges of boards.
2. the fully-prefabricated assembled whole floor of one kind according to claim 1, characterized in that be interrupted in the transverse steel
It opens and both ends extends to floor outer body, the transverse steel is made of horizon bar, the first anchoring piece and the second anchoring piece,
One end of horizon bar is equipped with the first anchoring piece, and the other end is equipped with the second anchoring piece, and the height of first anchoring piece is less than floor
The height of body interior height, second anchoring piece is greater than floor body interior height.
3. the fully-prefabricated assembled whole floor of one kind according to claim 2, characterized in that first anchoring piece and the
Two anchoring pieces are respectively U-shaped.
4. the fully-prefabricated assembled whole floor of one kind according to claim 1, characterized in that be interrupted in the transverse steel
It opens and both ends extends to floor outer body, the transverse steel is made of horizon bar, the second anchoring piece and anchor bolt, water
One end that flat bar is set to floor body interior is equipped with the second anchoring piece, and one end that horizon bar is set to floor body exterior is equipped with anchoring
Bolt.
5. the fully-prefabricated assembled whole floor of one kind according to claim 4, characterized in that the anchor bolt and level
Boom end is threadedly engaged connection.
6. the fully-prefabricated assembled whole floor of one kind according to claim 1, characterized in that the transverse steel is elongated to be set
It sets and both ends extends to floor outer body, transverse steel is made of horizon bar and the second anchoring piece, the two of the horizon bar
End is respectively equipped with the second anchoring piece.
7. the fully-prefabricated assembled whole floor of one kind according to claim 1, characterized in that the transverse steel is elongated to be set
It sets and both ends extends to floor outer body, transverse steel is made of horizon bar and anchor bolt, the both ends of the horizon bar
It is threadedly coupled anchor bolt respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820209365.9U CN208309943U (en) | 2018-02-06 | 2018-02-06 | A kind of fully-prefabricated assembled whole floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820209365.9U CN208309943U (en) | 2018-02-06 | 2018-02-06 | A kind of fully-prefabricated assembled whole floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309943U true CN208309943U (en) | 2019-01-01 |
Family
ID=64731071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820209365.9U Expired - Fee Related CN208309943U (en) | 2018-02-06 | 2018-02-06 | A kind of fully-prefabricated assembled whole floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208309943U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636609A (en) * | 2020-05-07 | 2020-09-08 | 安徽海龙建筑工业有限公司 | Fully-prefabricated decorative integrated floor slab and manufacturing method thereof |
-
2018
- 2018-02-06 CN CN201820209365.9U patent/CN208309943U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636609A (en) * | 2020-05-07 | 2020-09-08 | 安徽海龙建筑工业有限公司 | Fully-prefabricated decorative integrated floor slab and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190702 Address after: 252000 Liaocheng Tourism Resort, Shandong Province, Liaoyang Road Xinrui Investment Institute, Huxi Street Patentee after: Shandong Xinxin Residential Assembly Construction Co.,Ltd. Address before: 252000 Dongchang Road 139, Dongchangfu District, Liaocheng, Shandong Patentee before: SHANDONG ZHUGONG ASSEMBLY CONSTRUCTION CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |