CN210947348U - Laminated floor slab structure - Google Patents
Laminated floor slab structure Download PDFInfo
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- CN210947348U CN210947348U CN201921651905.XU CN201921651905U CN210947348U CN 210947348 U CN210947348 U CN 210947348U CN 201921651905 U CN201921651905 U CN 201921651905U CN 210947348 U CN210947348 U CN 210947348U
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- pipeline
- accommodating groove
- floor structure
- composite floor
- embedded box
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Abstract
The utility model discloses a coincide floor structure, wherein, this coincide floor structure includes: the composite floor slab comprises a slab body and a plurality of trusses arranged on the slab body; and at least one embedded box, the embedded box bury underground in the plate body, the embedded box is provided with the storage tank, the notch of storage tank expose in the surface of plate body. The utility model discloses coincide floor structure so that lay the pipeline on the coincide floor, improves the efficiency of construction.
Description
Technical Field
The utility model relates to a building element technical field, in particular to coincide floor structure.
Background
As prefabricated concrete structural members have matured, prefabricated concrete structural members have been widely used. The composite truss floor slab is one of prefabricated concrete structural members, and is widely used in various industrial building projects. In the installation and construction of the assembled truss composite floor slab, a PVC (polyvinyl chloride) pipe is required to be adopted to lay a water pipe and an electric pipe, when the water pipe and the electric pipe are in cross construction, the water pipe and the electric pipe are required to be overlapped, the stacking height of a pipeline at the cross part is caused to exceed the height of a truss on the truss composite floor slab, the effective construction is caused to be impossible, and the construction efficiency is low.
The above is only for the purpose of assisting understanding of the technical solutions of the present application, and does not represent an admission that the above is prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a coincide floor structure aims at improving the portability at the construction of truss coincide floor.
In order to achieve the above object, the utility model provides a coincide floor structure is used for installing the pipeline, the pipeline includes first pipeline and second pipeline. This coincide floor structure includes:
the composite floor slab comprises a slab body and a plurality of trusses arranged on the slab body; and
the embedded box is embedded in the plate body and provided with an accommodating groove, and a notch of the accommodating groove is exposed out of the surface of the plate body;
the first pipelines and the second pipelines are arranged on the plate body in a staggered mode, and the staggered parts of the first pipelines and the second pipelines are contained in the containing grooves.
In an embodiment of the present invention, the embedded box includes:
the body is provided with the accommodating groove; and
a plurality of abduction pieces, it is a plurality of abduction pieces with the outside of body is personally submitted the contained angle setting, and is close to the notch setting of storage tank.
In an embodiment of the present invention, the accommodating groove is disposed in a strip shape;
the plurality of outward-extending pieces are arranged along the length direction of the accommodating groove and are positioned on two opposite sides of the accommodating groove.
In an embodiment of the present invention, the two side surfaces of the body are provided with two outward-extending pieces, two on the same side the outward-extending pieces are arranged at intervals and are respectively adjacent to the two ends of the body.
In an embodiment of the present invention, each of the extending members and the outer side of the body are disposed at a right angle.
And/or guide inclined planes are formed at two ends of the accommodating groove in the length direction, and the guide inclined planes and the bottom wall of the accommodating groove are arranged in an obtuse angle.
In an embodiment of the present invention, the pre-buried box further includes a plurality of reinforcing ribs disposed on the outer side of the body, and each of the reinforcing ribs extends from the bottom wall of the storage tank to the opening direction, and each of the reinforcing ribs is connected to the extension member.
The utility model discloses an in the embodiment, the strengthening rib is provided with the through-hole, the through-hole is used for the cooperation reinforcing bar location in the coincide floor the body.
The utility model discloses an in the embodiment, pre-buried box still include with two end plates of this body coupling, two the end plate is located respectively body length direction's both ends, and two the end plate is with a plurality of the extension is the coplanar setting.
In an embodiment of the present invention, the accommodating groove is formed in the flaring portion.
The utility model discloses an in the embodiment, it is a plurality of the truss with the plate body encloses to close and forms a plurality of spaces of dodging, pre-buried box is located in arbitrary space of dodging, just pre-buried box is perpendicular setting with relative truss.
The technical scheme of the utility model is that at least one embedded box is embedded in the composite floor slab, and the embedded box is provided with a containing groove; in the application of this embodiment, when need lay first pipeline and with the crisscross second pipeline that sets up of first pipeline on the coincide floor for the crisscross part of first pipeline and second pipeline holds in the storage tank, avoids the range upon range of height of first pipeline and second pipeline to be greater than the predetermined height of coincide floor, and then avoids the problem that can't swiftly lay first pipeline and second pipeline, improves the efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is a schematic structural view of an embodiment of the composite floor slab structure of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
fig. 3 is a schematic structural view of an embodiment of the pre-buried box of the present invention;
FIG. 4 is an enlarged view of a portion of FIG. 3 at B;
fig. 5 is a schematic structural view of the embedment box in fig. 3 from another view angle.
The reference numbers illustrate:
| reference numerals | Name (R) | Reference numerals | Name (R) |
| 10 | Embedded |
3 | Reinforcing rib |
| 1 | |
31 | Through |
| 11 | Containing groove | 4 | |
| 12 | |
5 | |
| 13 | Baffle plate | 6 | |
| 14 | Lead swash plate | 7 | |
| 2 | Exhibit piece |
The objects, features and advantages of the present invention will be further described with reference to the accompanying drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that, if directional indications (such as upper, lower, left, right, front and rear … …) are involved in the embodiment of the present invention, the directional indications are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indications are changed accordingly.
In addition, if there is a description relating to "first", "second", etc. in the embodiments of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" appearing throughout is to include three juxtapositions, exemplified by "A and/or B," including either the A or B arrangement, or both A and B satisfied arrangement. In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
The utility model provides a coincide floor structure for the installation pipeline, the pipeline includes first pipeline and second pipeline, just the subregion of first pipeline is range upon range of with the second pipeline. Referring to fig. 1 in detail, it is a schematic structural diagram of an embodiment of the composite floor slab structure of the present invention; referring to fig. 2, a partial enlarged view at a in fig. 1; fig. 3 is a schematic structural diagram of an embodiment of the pre-buried box according to the present invention; referring to fig. 4, a partial enlarged view at B in fig. 3; fig. 5 is a schematic structural view of another view angle of the embedment box in fig. 3.
In an embodiment of the present invention, as shown in fig. 1 in combination with fig. 2 and 3, the composite floor structure includes: a composite floor (not shown) and at least one embedded box 10 arranged on the composite floor. The composite floor slab is a prefabricated part provided with a plurality of trusses 6, and the prefabricated part is formed by pouring a plurality of steel bars and concrete.
In building construction, a building is formed by assembling a plurality of laminated floor slabs; it is to be understood that the composite floor slab may have various sizes, and the composite floor slab is not limited to a specific size.
The composite floor slab comprises a slab body 5 and a plurality of trusses 6 arranged on the slab body 5. In this embodiment, the plate body 5 is a prefabricated component, and the plurality of trusses 6 are disposed on the plate body 5, that is, the plurality of trusses 6 are disposed at intervals, and two adjacent trusses 6 are disposed in parallel. That is, a plurality of reinforcing bars and a plurality of trusses 6 are previously positioned, and concrete is poured on the plurality of reinforcing bars and the plurality of trusses 6 to form the panel body 5.
The embedded box 10 is embedded in the plate body 5, the embedded box 10 is provided with an accommodating groove 11, and a notch of the accommodating groove 11 is exposed on the surface of the plate body 5. In order to position the embedded box 10 conveniently, when the composite floor slab is poured, the embedded box 10 can be positioned to a corresponding position in advance, and the embedded box 10 is fixed with a corresponding reinforcing steel bar and/or a corresponding truss 6; namely, after the composite floor slab is poured, the embedded box 10 and the composite floor slab are integrally arranged.
In order to improve the strength of the embedded box 10, the embedded box 10 may be made of metal; alternatively, the embedded box 10 may be made of plastic material on the premise that the embedded box 10 has a certain strength. The embedded box 10 may be embedded in the plate 5, and the opening of the accommodating groove 11 is exposed out of the plate 5, so the material of the embedded box 10 is not limited herein.
In the actual construction of this embodiment, the operator lays the pipelines on the composite floor slab, and if the composite floor slab lays the first pipeline (not shown) and the second pipeline (not shown), and the first pipeline and the second pipeline are arranged alternately, one of the first pipeline and the second pipeline is partially accommodated in the accommodating groove 11, and the other of the first pipeline and the second pipeline is tiled and transversely arranged at the notch of the accommodating groove 11. Specifically, the first pipeline and the second pipeline are arranged on the plate body 5 in a staggered manner, and the staggered part of the first pipeline and the second pipeline is accommodated in the accommodating groove 11.
Optionally, the embedment box 10 is disposed adjacent to either truss 6.
In the utility model, at least one embedded box 10 is embedded in the laminated floor slab, the embedded box 10 is arranged adjacent to the truss 6 on the laminated floor slab, and the embedded box 10 is provided with a containing groove 11; in the application of this embodiment, when need lay first pipeline and with the crisscross second pipeline that sets up of first pipeline on the coincide floor for the crisscross part of first pipeline and second pipeline holds in storage tank 11, avoids the range upon range of height of first pipeline and second pipeline to be greater than the predetermined height of coincide floor, and then avoids the problem that can't swiftly lay first pipeline and second pipeline, improves the efficiency of construction.
In the preparation of the composite floor slab, a casting groove (not shown) is formed by a mold (not shown), the embedded box 10, the reinforcing steel bars and the truss 6 are positioned in the casting groove, and concrete is cast in the casting groove; and after the concrete is solidified, taking down the mould to support the laminated floor slab structure. Understandably, the size of the composite floor slab structure is matched with that of the pouring groove, and after the corresponding mould is replaced, the composite floor slab structure with various specifications can be manufactured.
In an embodiment of the present invention, the embedded box 10 includes: body 1 and a plurality of abduction spare 2, the lateral surface of body 1 is located to abduction spare 2 to body 1 is fixed a position in plate body 5 through abduction spare 2. The specific structure of the body 1 and the plurality of abductors 2 is as follows:
the body 1 is provided with a receiving groove 11. It can understand ground, the cell body structure that storage tank 11 set up on for body 1, through setting up storage tank 11 in order forming a certain interval of stepping down to for the part that first pipeline and second pipeline overlap stepping down, avoid the range upon range of first pipeline and second pipeline to lead to its vertical height to surpass predetermined thickness, avoid being difficult to lay first pipeline and second pipeline. On the other hand, the receiving groove 11 may be a V-shaped groove or a U-shaped groove, and on the premise that the receiving groove 11 may form an avoiding section, the shape of the receiving groove 11 is not limited herein.
The plurality of abduction members 2 and the outer side surface of the body 1 form an included angle, and are arranged adjacent to the notch of the containing groove 11. In actual application, in order to avoid the concrete to enter into and dodge the groove, adopt and be provided with a plurality of abduction pieces 2 in the week side of dodging the groove, when pouring the concrete in week side at body 1, because there is the space in the storage tank 11, make body 1 float on the concrete, other equipment of operator's accessible exert pressure to body 1, make body 1 sink, the resistance through a plurality of abduction pieces 2 increase and concrete during, avoid body 1 to continue to sink, and then avoid the concrete to get into storage tank 11.
It is understood that the plurality of abduction members 2 may be notches arranged around the receiving groove 11, that is, the plurality of abduction members 2 may be notches arranged at intervals on the outer side surface of the body 1 and adjacent to the receiving groove 11 to increase the contact area with the concrete. Of course, the adjacent two abduction members 2 may also be of mutually connected structure.
In an embodiment of the present invention, the plate body 5 and the plurality of abductors 2 are integrally disposed to improve the structural stability between the plate body 5 and the plurality of abductors 2.
In an embodiment of the present invention, as shown in fig. 3, the accommodating groove 11 is configured in a strip shape; it can be understood that, the plate body 5 is provided with the accommodating groove 11 which is arranged in a strip shape, so that the length of the abdicating section is increased, and the first pipeline and/or the second pipeline are/is conveniently accommodated. Optionally, the body 1 may be configured to be a strip shape, so that the body 1 is recessed to form the accommodating groove 11; that is, the receiving groove 11 is disposed along the length direction of the body 1.
Optionally, the plurality of abduction members 2 are disposed along the length direction of the accommodating groove 11 and located at two opposite sides of the accommodating groove 11. By adopting the plurality of extension pieces 2 arranged along the length direction of the accommodating groove 11, concrete is prevented from entering the accommodating groove 11 from two sides of the accommodating groove 11.
In an embodiment of the present invention, as shown in fig. 3, two side surfaces of the body 1 are provided with two extending members 2, and the two extending members 2 connected to the side surfaces are spaced apart and are respectively disposed adjacent to two ends of the body 1.
In an embodiment of the present invention, each of the exterior members 2 is disposed at a right angle to the outer side of the body 1. Personally submit the right angle setting through the outside that adopts each abduction spare 2 and body 1, that is to say, the extension face of a plurality of abduction spares 2 and all flush with the notch of storage tank 11, when concreting in 1 week side of body, abduction spare 2 can avoid concrete submergence abduction spare 2 effectively, effectively avoids the concrete to enter into storage tank 11.
In an embodiment of the present invention, the two ends of the length direction of the accommodating groove 11 are formed with guiding inclined planes (not labeled), and the guiding inclined planes and the bottom wall of the accommodating groove 11 are arranged in an obtuse angle. Thus, the accommodating groove 11 is formed by flaring. When the first pipeline and/or the second pipeline are/is accommodated in the accommodating groove 11, the guide inclined plane is used for supporting the first pipeline or the second pipeline, so that the first pipeline or the second pipeline is prevented from being broken.
In an embodiment of the present invention, referring to fig. 4, the pre-embedded box 10 further includes a plurality of reinforcing ribs 3 disposed on the outer side surface of the main body 1, and each reinforcing rib 3 extends from the bottom wall of the accommodating groove 11 to the notch direction, and each reinforcing rib 3 is connected to each extension member 2.
The utility model discloses in, the lateral surface of body 1 is provided with a plurality of strengthening ribs 3, and each strengthening rib 3 is connected with each abduction spare 2 to strengthen each abduction spare 2's compressive strength, avoid the occurence of failure that abduction spare 2 was bent.
In an embodiment of the present invention, as shown in fig. 4, the reinforcing rib 3 is provided with a through hole 31, and the through hole 31 is used for fitting the steel bar positioning body 1 in the composite floor slab.
The utility model discloses in, be provided with steel bar structure on the coincide floor, for the convenience of location body 1, can make the reinforcing bar pass through-hole 31 to fix a position pre-buried box 10 in preset position, when avoiding pouring the coincide floor, the occurence of failure of pre-buried box 10 skew.
In an embodiment of the present invention, as shown in fig. 2, fig. 3 and fig. 4, the embedded box 10 further includes two end plates 4 connected to the body 1, the two end plates 4 are respectively disposed at two ends of the body 1 in the length direction, and the two end plates 4 and the plurality of exhibitors 2 are disposed on the same plane.
The utility model discloses in, through adopting the end plate 4 that sets up at the both ends of body 1, that is to say, two end plates 4 are located the both ends of storage tank 11 respectively, avoid the concrete to get into storage tank 11 from the both ends of storage tank 11.
In an embodiment of the present invention, as shown in fig. 3 and 4, the accommodating groove 11 is formed in a flaring shape. Adopt storage tank 11 to set up for the flaring, when laying first pipeline and second pipeline, storage tank 11's lateral wall can play the supporting role to first pipeline and/or second pipeline, avoids first pipeline and/or second pipeline to bend.
Specifically, as shown in fig. 5, the body 1 includes a bottom plate 12, and two baffles 13 and two inclined guide plates 14 connected to the bottom plate 12, the two baffles 13 are respectively disposed on two opposite sides of the bottom plate 12, the two inclined guide plates 14 are disposed on two opposite ends of the bottom plate 12 in the length direction, and the bottom plate 12, the two baffles 13 and the two inclined guide plates 14 enclose to form the accommodating groove 11. It will be appreciated that adjacent baffles 13 and sloping plates 14 are connected to prevent concrete from entering the receiving tank 11.
In the present embodiment, a plurality of abduction members 2 are connected to the ends of the two flaps 13 remote from the base plate 12. The two end plates 4 are connected to two swash plates 14, respectively.
In this embodiment, the inclined guiding plate 14 and the extended surface of the bottom plate 12 are disposed at an acute angle, that is, an included angle between a side surface of the inclined guiding plate 14 facing the accommodating groove 11 and a side surface of the bottom plate 12 facing the accommodating groove 11 is an obtuse angle. It will be appreciated that each of the inclined guide plates 14 cooperates with the bottom plate 12 to form an inclined guide surface to facilitate the first or second pipeline being carried by the inclined guide surface.
The utility model discloses an in the embodiment, a plurality of trusses 6 enclose with plate body 5 and close and form a plurality of spaces 7 of dodging, and in arbitrary space 7 of dodging was located to pre-buried box 10, and pre-buried box 10 was perpendicular setting with relative truss 6.
The utility model discloses in, when first pipeline and second pipeline are located to dodge space 7 as required, can be so that pre-buried box 10 is perpendicular setting with relative truss 6 to avoid first pipeline and second pipeline overlap part to be oppressed by truss 6.
The utility model discloses an in the embodiment, under the condition that the construction needs, coincide floor structure includes a plurality of pre-buried boxes 10, and a plurality of pre-buried boxes 10 set up in predetermined position. That is, the embedment boxes 10 may be arranged in parallel with the truss 6; when the embedded box 10 and the truss 6 are arranged in a staggered manner, the specific situation depends on the structure of the laid pipeline.
For example: when three pipelines need to be laid on the laminated floor slab, two double-layer overlapping conditions exist between the three pipelines, so that three embedded boxes 10 can be arranged and respectively arranged at the laminated positions of the three pipelines for providing a plurality of abdicating intervals, and the laminated parts of the two pipelines are accommodated in the accommodating groove 11.
The above is only the optional embodiment of the present invention, and not therefore the scope of the present invention is limited, all under the inventive concept, the equivalent structure transformation made by the contents of the specification and the drawings is utilized, or the direct/indirect application is included in other related technical fields in the patent protection scope of the present invention.
Claims (10)
1. The utility model provides a coincide floor structure for the installation pipeline, the pipeline includes first pipeline and second pipeline, its characterized in that, coincide floor structure includes:
the composite floor slab comprises a slab body and a plurality of trusses arranged on the slab body; and
the embedded box is embedded in the plate body and provided with an accommodating groove, and a notch of the accommodating groove is exposed out of the surface of the plate body;
the first pipelines and the second pipelines are arranged on the plate body in a staggered mode, and the staggered parts of the first pipelines and the second pipelines are contained in the containing grooves.
2. A composite floor structure as defined in claim 1, wherein said embedment box includes:
the body is provided with the accommodating groove; and
a plurality of abduction pieces, it is a plurality of abduction pieces with the outside of body is personally submitted the contained angle setting, and is close to the notch setting of storage tank.
3. A laminated floor structure as defined in claim 2, wherein said receiving channels are arranged in an elongate configuration;
the plurality of outward-extending pieces are arranged along the length direction of the accommodating groove and are positioned on two opposite sides of the accommodating groove.
4. A composite floor structure as defined in claim 3, wherein two said extensions are provided on each side of said body, said extensions on the same side being spaced apart and located adjacent each end of said body.
5. A laminated floor structure as claimed in claim 4, wherein each said extension member is disposed at right angles to the outside of said body;
and/or guide inclined planes are formed at two ends of the accommodating groove in the length direction, and the guide inclined planes and the bottom wall of the accommodating groove are arranged in an obtuse angle.
6. The composite floor structure of claim 4, wherein the pre-embedded box further comprises a plurality of reinforcing ribs disposed on the outer side of the body, each reinforcing rib extends from the bottom wall of the accommodating groove to the opening of the groove, and each reinforcing rib is connected to each extending member.
7. A composite floor structure as defined in claim 6, wherein said reinforcing bars are provided with through holes for engaging reinforcing bars in said composite floor to position said body.
8. The composite floor slab structure according to claim 4, wherein the embedded box further comprises two end plates connected with the body, the two end plates are respectively arranged at two ends of the body in the length direction, and the two end plates and the plurality of the extension pieces are arranged on the same plane.
9. A laminated floor structure as claimed in any one of claims 1 to 8, wherein the receiving channels are flared.
10. A composite floor structure as claimed in any one of claims 1 to 8, wherein a plurality of said trusses and said panels enclose a plurality of avoidance spaces, said embedment boxes are disposed in any of the avoidance spaces, and said embedment boxes are disposed perpendicular to the opposing trusses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651905.XU CN210947348U (en) | 2019-09-29 | 2019-09-29 | Laminated floor slab structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921651905.XU CN210947348U (en) | 2019-09-29 | 2019-09-29 | Laminated floor slab structure |
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| CN210947348U true CN210947348U (en) | 2020-07-07 |
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| CN201921651905.XU Active CN210947348U (en) | 2019-09-29 | 2019-09-29 | Laminated floor slab structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031240A (en) * | 2020-08-27 | 2020-12-04 | 广州市房屋开发建设有限公司 | Pipeline installation method of KT plate |
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2019
- 2019-09-29 CN CN201921651905.XU patent/CN210947348U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031240A (en) * | 2020-08-27 | 2020-12-04 | 广州市房屋开发建设有限公司 | Pipeline installation method of KT plate |
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Address after: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province, No. 6, No. 14 Xingye Road, No. 3 (Residence Declaration) Patentee after: Guangdong Ruizhu residential technology Co.,Ltd. Address before: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province, No. 6, No. 14 Xingye Road, No. 3 (Residence Declaration) Patentee before: GUANGDONG REMAC EQUIPMENT INFORMATION TECHNOLOGY Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |