CN217924317U - Truss floor support plate with heat preservation function - Google Patents
Truss floor support plate with heat preservation function Download PDFInfo
- Publication number
- CN217924317U CN217924317U CN202222220690.4U CN202222220690U CN217924317U CN 217924317 U CN217924317 U CN 217924317U CN 202222220690 U CN202222220690 U CN 202222220690U CN 217924317 U CN217924317 U CN 217924317U
- Authority
- CN
- China
- Prior art keywords
- truss
- bottom plate
- steel bars
- chord steel
- plate
- 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.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses a truss building carrier plate with heat preservation function relates to building carrier plate technical field, include: a truss; the embedded part is arranged below the truss and is connected with the truss through a connecting piece; the first bottom plate is arranged below the truss, and the embedded part is embedded in the first bottom plate; the insulation board is arranged below the first bottom plate and connected with the first bottom plate; the second bottom plate is arranged below the heat insulation plate and connected with the heat insulation plate. The utility model discloses heated board and second bottom plate have set gradually in the below of first bottom plate for truss building carrier plate has the heat preservation function, when having solved and using traditional building carrier plate building, need carry out extra heat preservation construction after the main part construction is accomplished, influences the problem of construction progress, and simple structure, can be through prefabricated mode batch production, and the construction progress that heat preservation measure was built is needed to further improvement.
Description
Technical Field
The utility model relates to a building carrier plate technical field, more specifically the truss building carrier plate with heat preservation function that says so relates to.
Background
At present, the existence is used among the building trade and is built high-rise building or multilayer building through exempting from form removal truss floor carrier plate, but, present exempt from form removal floor carrier plate all does not have the heat preservation function, when utilizing exempt from form removal truss floor carrier plate building high-rise building or multilayer building, when the construction of building main part is accomplished, need additionally do the heat preservation measure at the surface or the bottom surface of floor, the construction of heat preservation measure will occupy the certain proportion in whole construction cycle, seriously influence the construction progress.
Therefore, an urgent need exists in the art to provide a truss floor deck with a heat preservation function and capable of improving construction efficiency.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a truss building carrier plate with heat preservation function aims at solving the problem in the above-mentioned background art, realizes exempting from to tear open mould truss building carrier plate and has the heat preservation function, improves the efficiency of construction that utilizes this truss building carrier plate when the building.
In order to realize the purpose, the utility model adopts the following technical scheme:
a truss floor deck with insulation, comprising:
a truss;
the embedded part is arranged below the truss and is connected with the truss through a connecting piece;
the first base plate is arranged below the truss, and the embedded part is embedded in the first base plate;
the heat insulation plate is arranged below the first bottom plate and connected with the first bottom plate;
the second bottom plate is arranged below the heat insulation plate and connected with the heat insulation plate.
Further, the truss includes:
a plurality of upper chord steel bars are arranged, and are arranged in parallel with the bottom plate;
the lower chord steel bars are arranged between the upper chord steel bars and the bottom plate, two lower chord steel bars are arranged below each upper chord steel bar, and each upper chord steel bar and the two lower chord steel bars below the upper chord steel bar form a triangular structure;
the web member steel bars are used for connecting the upper chord steel bars and the two corresponding lower chord steel bars below the upper chord steel bars, and the embedded parts are connected with the web member steel bars;
and the upper connecting rib is used for connecting the upper chord steel bars.
Furthermore, the lower end of the web member steel bar extends out of the lower chord steel bar for a certain preset distance, the embedded part is of a rod-shaped structure parallel to the lower chord steel bar, and the embedded part is connected with the end part of the web member steel bar extending out of the lower chord steel bar.
Furthermore, the truss floor bearing plate with the heat preservation function further comprises lower connecting ribs, and the lower connecting ribs are used for connecting the embedded parts below the lower chord steel bars.
Furthermore, the number of the upper connecting ribs is at least two, the upper connecting ribs are arranged at intervals along the length direction of the upper chord steel bars, and each upper connecting rib is vertically arranged with the upper chord steel bars.
Furthermore, a reinforcing mesh is arranged in the second bottom plate.
Furthermore, a connector clip is connected above the reinforcing mesh, extends out of the upper surface of the second base plate, and penetrates through the heat insulation plate to be inserted into the first base plate.
According to the technical scheme, compare with prior art, the utility model provides a truss building carrier plate with heat preservation function, be provided with the built-in fitting through the bottom at the truss, set up the built-in fitting through pre-buried mode in the inside of first bottom plate, form a whole with truss and first bottom plate in order to realize, and then improve the bulk strength of truss building carrier plate, and simultaneously, heated board and second bottom plate have set gradually in the below of first bottom plate, make truss building carrier plate have the heat preservation function, when having solved and using traditional building carrier plate building, need carry out extra heat preservation construction after the main part construction is accomplished, influence the problem of construction progress. The utility model discloses a truss building carrier plate with heat preservation function simple structure can be through prefabricated mode batch production, and the construction progress that heat preservation measure was built need be done to further improvement.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required 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 embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a perspective view of a truss floor deck with a heat preservation function provided by the present invention;
fig. 2 is a front view of the truss floor support plate with heat preservation function provided by the present invention;
fig. 3 is a left side view of the truss floor support plate with heat preservation function provided by the present invention;
fig. 4 is a schematic structural diagram of the truss provided by the present invention.
Wherein: 1 is a truss; 11 is an upper chord steel bar; 12 is a lower chord steel bar; 13 is a web member reinforcing steel bar; 14 is an upper connecting rib; 2 is an embedded part; 3 is a first bottom plate; 4 is a heat insulation plate; 5 is a second bottom plate; 6 is a lower connecting rib; and 7 is a concave step.
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 work belong to the protection scope of the present invention.
Referring to fig. 1-4, the embodiment of the utility model discloses truss building carrier plate with heat preservation function includes:
a truss 1;
the embedded part 2 is arranged below the truss 1, and the embedded part 2 is connected with the truss 1 through a connecting piece;
the first bottom plate 3 is arranged below the truss 1, and the embedded part 2 is embedded in the first bottom plate 3;
the insulation board 4 is arranged below the first bottom plate 3, and the insulation board 4 is connected with the first bottom plate 3;
Wherein: the embedded part 2 is a rod-shaped structure, the embedded part 2 is connected with the bottom of the truss 1, the embedded part 2 can also be a part directly arranged on the truss 1, the embedded part 2 is embedded in the first bottom plate 3, the truss 1 and the first bottom plate 3 can be integrally formed, the first bottom plate 3 is prefabricated by pouring concrete in a template, before the concrete is solidified, the embedded part 2 below the truss 1 extends into the concrete, after the concrete is solidified, the embedded part 2 is solidified in the first bottom plate 3, the truss 1 and the first bottom plate 3 form a whole, and further the overall strength of the floor bearing plate of the truss 1 can be improved. Specifically, second bottom plate 5 also is concrete placement spare, at the prefabricated in-process of second bottom plate 5, directly lay heated board 4 at the upper surface of concrete after having pour the concrete, can fix heated board 4 on the concrete through other structures, for example, through setting up a plurality of inserted bars, insert to the concrete from the top of heated board 4, treat the concrete setting back, the inserted bar can be fixed heated board 4 at the upper surface of second bottom plate 5, the inserted bar also can play the positioning action to heated board 4 and second bottom plate 5. Before the concrete for prefabricating the second bottom plate 5 is solidified, concrete is poured above the heat preservation plate 4, the embedded part 2 below the truss 1 is inserted into the concrete, after the concrete is solidified, the second bottom plate 5 is formed below the heat preservation plate 4, and the first bottom plate 3 connected with the truss 1 is formed above the heat preservation plate 4.
In the present embodiment, the truss 1 includes:
a plurality of upper chord steel bars 11 are arranged, and the plurality of upper chord steel bars 11 are all arranged in parallel with the bottom plate;
the steel bars 12 are arranged between the upper chord steel bars 11 and the bottom plate, two lower chord steel bars 12 are arranged below each upper chord steel bar 11, and each upper chord steel bar 11 and the two lower chord steel bars 12 below the upper chord steel bar 11 form a triangular structure;
the web member steel bars 13 are used for connecting the upper chord steel bars 11 and the two lower chord steel bars 12 corresponding to the lower parts of the upper chord steel bars 11, and the embedded parts 2 are connected with the web member steel bars 13;
and an upper tie bar 14 for connecting the plurality of upper-chord reinforcing bars 11.
It should be noted that the upper connecting ribs 14 connect all the upper chord steel bars 11 to form a whole, so as to ensure the overall strength of the truss 1, the number of the upper chord steel bars 11 in each floor deck of the truss is specifically set according to the width of the floor deck to be prefabricated, the distance between adjacent upper chord steel bars 11 is also specifically limited according to actual requirements, a triangle formed between each upper chord steel bar 11 and two lower chord steel bars 12 correspondingly arranged below the upper chord steel bar 11 is preferably a regular triangle, and when the bottom of the truss 1 is pre-embedded in the first bottom plate 3, the lower chord steel bars 12 are located above the first bottom plate 3.
In this embodiment, the lower end of the web member steel bar 13 extends out of the lower chord steel bar 12 for a predetermined distance, the embedded part 2 is a rod-shaped structure parallel to the lower chord steel bar 12, and the embedded part 2 is connected with the end of the web member steel bar 13 extending out of the lower chord steel bar 12. The connecting piece for connecting the embedded part 2 and the truss 1 is a part of the web member steel bar 13 extending out of the lower chord steel bar 12, the web member steel bar 13 extends out of the lower chord steel bar 12 for a certain preset distance, so that a certain distance exists between the embedded part 2 and the lower chord steel bar 12, and the lower chord steel bar 12 is ensured to be positioned above the first bottom plate 3 when the embedded part 2 is embedded into the first bottom plate 3.
According to the utility model discloses a some embodiments, this truss building carrier plate with heat preservation function still includes splice bar 6 down, and lower splice bar 6 is used for connecting built-in fitting 2 of every lower chord reinforcing bar 12 below. Through the setting of lower splice bar 6, can form a whole with built-in fitting 2 of lower chord reinforcing bar 12 below, and then can promote truss 1's bulk strength. Specifically, the lower tie bars 6 are provided with a plurality of, and a plurality of lower tie bars 6 set up along the length direction interval of built-in fitting 2, form network structure between a plurality of lower tie bars 6 and the built-in fitting 2, and then promote truss 1's bulk strength.
In the above embodiment, at least two upper tie bars 14 are provided, and the upper tie bars 14 are arranged at intervals along the length direction of the upper chord steel bar 11, and each upper tie bar 14 is arranged perpendicular to the plurality of upper chord steel bars 11. Preferably, go up splice bar 14 and be provided with two, two are gone up the setting of splice bar 14 and can be convenient for the hoist and mount of whole truss 1 in later stage process, also can improve truss 1's bulk strength simultaneously, go up splice bar 14 for two and can also regard as the hoist and mount point of whole truss building carrier plate for truss building carrier plate hoist and mount are convenient.
In the above embodiment, it is preferable that a mesh reinforcement (not shown) is provided in the second base plate 5. Through the setting of reinforcing bar net, can promote the bulk strength of second bottom plate 5.
According to some embodiments of the present invention, the top of the reinforcing mesh is connected with a connector (not shown in the figure), which extends out of the upper surface of the second bottom plate 5 and passes through the inside of the insulation board 4 inserted into the first bottom plate 3. Wherein, the plug connector is the perpendicular setting, the plug connector welding is on the reinforcing bar net, and the length that the plug connector extends 5 upper surfaces of second bottom plate is greater than heated board 4's thickness, guarantee the plug connector and can insert certain degree of depth in the first bottom plate 3, setting through the plug connector, when prefabricating first bottom plate 3 and second bottom plate 5 with the concrete, can strengthen the joint strength between first bottom plate 3 and the second bottom plate 5, and then can be with 4 centre grippings of heated board between the two, make first bottom plate 3, heated board 4 and second bottom plate 5 form a whole, and can guarantee first bottom plate 3, joint strength between heated board 4 and the 5 three of second bottom plate.
In this embodiment, preferably, two marginal position departments of the bottom of second bottom plate 5 are provided with two sunken steps 7, so set up, splice when two truss building carrier plates, sunken step 7 can form a recess in the bottom of two truss building carrier plates contacts, through the setting of recess, when handling the seam, have sufficient processing space, specifically can be to spreading net cloth in the recess earlier, scribble anti-crack mortar on net cloth, through the processing of this process, can prevent that two truss building carrier plates of tradition from when handling narrow and small gap, the easy phenomenon of chapping appears.
In the present specification, the embodiments are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed in the embodiment corresponds to the method disclosed in the embodiment, so that the description is simple, and the relevant points can be referred to the description of the method part.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (7)
1. The utility model provides a truss floor carrier plate with heat preservation function which characterized in that includes:
a truss;
the embedded part is arranged below the truss and is connected with the truss through a connecting piece;
the first base plate is arranged below the truss, and the embedded part is embedded in the first base plate;
the heat insulation plate is arranged below the first bottom plate and connected with the first bottom plate;
the second bottom plate is arranged below the heat insulation plate and connected with the heat insulation plate.
2. The truss floor deck with thermal insulation function as claimed in claim 1, wherein the truss includes:
a plurality of upper chord steel bars are arranged, and are arranged in parallel with the bottom plate;
the lower chord steel bars are arranged between the upper chord steel bars and the bottom plate, two lower chord steel bars are arranged below each upper chord steel bar, and each upper chord steel bar and the two lower chord steel bars below the upper chord steel bar form a triangular structure;
the web member steel bars are used for connecting the upper chord steel bars and the two corresponding lower chord steel bars below the upper chord steel bars, and the embedded parts are connected with the web member steel bars;
and the upper connecting rib is used for connecting the upper chord steel bars.
3. The truss floor deck with the heat preservation function as claimed in claim 2, wherein the lower ends of the web member reinforcing bars extend a predetermined distance beyond the lower chord reinforcing bars, the embedded parts are rod-shaped structures parallel to the lower chord reinforcing bars, and the embedded parts are connected with the ends of the web member reinforcing bars extending beyond the lower chord reinforcing bars.
4. The truss floor deck with the heat preservation function as claimed in claim 2, further comprising lower connecting ribs for connecting the embedded parts below each of the lower chord steel bars.
5. The truss floor deck with the heat preservation function as claimed in claim 2, wherein at least two upper connection bars are provided, the upper connection bars are arranged at intervals along the length direction of the upper chord steel bars, and each upper connection bar is arranged perpendicular to the upper chord steel bars.
6. The truss floor deck with the function of heat preservation according to claim 1, wherein a reinforcing mesh is arranged in the second bottom plate.
7. The truss floor deck with thermal insulation of claim 6, wherein a connector is connected to the top of the steel mesh, and the connector extends out of the top surface of the second bottom plate and is inserted into the first bottom plate through the thermal insulation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222220690.4U CN217924317U (en) | 2022-08-23 | 2022-08-23 | Truss floor support plate with heat preservation function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222220690.4U CN217924317U (en) | 2022-08-23 | 2022-08-23 | Truss floor support plate with heat preservation function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217924317U true CN217924317U (en) | 2022-11-29 |
Family
ID=84169930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222220690.4U Active CN217924317U (en) | 2022-08-23 | 2022-08-23 | Truss floor support plate with heat preservation function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217924317U (en) |
-
2022
- 2022-08-23 CN CN202222220690.4U patent/CN217924317U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631674B (en) | Composite floor slab and construction method thereof | |
| CN207314833U (en) | A kind of construction Novel scissors blade square column shuttering fastening member | |
| CN114293688A (en) | UHPC-necking profiled sheet composite template composite shear wall | |
| CN216920792U (en) | Prefabricated wallboard, in-line shear force wall assembly and building structure | |
| CN217924317U (en) | Truss floor support plate with heat preservation function | |
| CN216109252U (en) | Assembled coincide floor convenient to installation | |
| CN213741912U (en) | Assembled reinforced bar truss template | |
| CN215978589U (en) | Masonry structure's prefabricated wallboard reinforced structure | |
| CN115199039A (en) | Production process of floor support plate with heat insulation plate truss | |
| CN215054198U (en) | Superimposed shear wall | |
| CN211817967U (en) | T-shaped water stop reverse ridge pouring reinforced aluminum template suspension mold | |
| CN211774952U (en) | Concrete superimposed sheet mosaic structure | |
| CN214144725U (en) | UHPC (ultra high performance polycarbonate) disassembly-free hollow template and superposed hollow floor slab | |
| CN212984635U (en) | Go up anti-roof beam and hang mould reinforcing apparatus | |
| CN211775112U (en) | Secondary constructional column of heat preservation integrative post | |
| CN218492812U (en) | Exempt from to tear open mould truss floor carrier plate | |
| CN212866860U (en) | Plugging device is pour in entrance to a cave is reserved to floor | |
| CN210530084U (en) | Open type steel reinforced concrete composite truss floor | |
| CN210439668U (en) | Corrugated steel combined template and corrugated steel-concrete combined member | |
| CN214785938U (en) | A hang mould reinforcing apparatus for prefabricating cast-in-place area of coincide floor | |
| CN213062930U (en) | Modularization stair template for construction | |
| CN216042043U (en) | Assembled bidirectional steel bar truss floor | |
| CN220889186U (en) | Fixer for construction steel bar | |
| CN110670626A (en) | Assembled foundation module and rapid construction method thereof | |
| CN218562705U (en) | Prefabricated base plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |