CN221168312U - Novel combined steel bar truss floor carrier plate - Google Patents
Novel combined steel bar truss floor carrier plate Download PDFInfo
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- CN221168312U CN221168312U CN202322578924.7U CN202322578924U CN221168312U CN 221168312 U CN221168312 U CN 221168312U CN 202322578924 U CN202322578924 U CN 202322578924U CN 221168312 U CN221168312 U CN 221168312U
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- steel bar
- lower chord
- butt joint
- fixedly connected
- metal iron
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 128
- 239000010959 steel Substances 0.000 title claims abstract description 128
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 66
- 210000001503 joint Anatomy 0.000 claims abstract description 52
- 229910052742 iron Inorganic materials 0.000 claims abstract description 33
- 239000002184 metal Substances 0.000 claims abstract description 33
- 229910052751 metal Inorganic materials 0.000 claims abstract description 33
- 239000004568 cement Substances 0.000 abstract description 8
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000002787 reinforcement Effects 0.000 description 12
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to the technical field of novel combined steel bar truss building support plates, and discloses a novel combined steel bar truss building support plate, which comprises a metal iron sheet bottom die, wherein the metal iron sheet bottom die is used for accommodating cement which needs to be fixed, a bottom die butt joint groove is formed in the outer part of the metal iron sheet bottom die, the bottom die butt joint groove is convenient for an operator to fix a bottom die butt joint block, a butt joint groove bolt hole is formed in the bottom die butt joint groove, the butt joint block bolt hole is convenient for the operator to fix bolts, and a first fixing lantern ring is arranged at the top of the metal iron sheet bottom die, so that the operator can conveniently fix a plurality of steel bar frames; according to the utility model, the fixing lantern ring is arranged, so that the stability of the steel bar truss floor support plate is increased when cement is put into the floor support plate after the butt joint of the plurality of bottom plates is finished, and the fixing lantern ring further improves the user experience of an operator, so that the operator can operate the floor support plate conveniently.
Description
Technical Field
The utility model relates to the technical field of novel combined steel bar truss floor support plates, in particular to a novel combined steel bar truss floor support plate.
Background
The novel combined steel bar truss floor support plate belongs to a non-support compression type combined floor support plate. The truss formed by the resistance spot welding is called a steel bar truss, the steel bar truss and the bottom plate are connected into a whole through the resistance spot welding, the combined bearing plate is called a steel bar truss floor bearing plate, the steel bar truss is shaped and processed in a background processing field, the site construction needs to fix a profiled plate on a steel beam through bolts, then the steel bar truss is placed for binding, and concrete is poured after acceptance inspection.
The stability of traditional steel bar truss building carrier plate is in order to guarantee to connect in order to guarantee traditional steel bar truss building carrier plate to a plurality of traditional steel bar truss building carrier plates when using, and the concatenation of traditional steel bar truss building carrier plate needs the operator to carry out manual connection and wastes time and energy, seriously influences operator's use experience.
Traditional steel bar truss building carrier plate needs a plurality of traditional steel bar truss building carrier plates to dock, and traditional steel bar truss building carrier plate is easy because some errors lead to dock to appear the skew, still need the operator to change the hole to carry out bolt fastening with traditional steel bar truss building carrier plate simultaneously after the butt joint, leads to letting the operator waste time and energy at the operator in-process, seriously influences operator's user experience.
Disclosure of utility model
In order to overcome the defects in the prior art, the utility model provides a novel combined steel bar truss floor support plate, which solves the problems in the prior art.
The utility model provides the following technical scheme: the utility model provides a novel combination formula steel bar truss building carrier plate, includes metal iron scale die block, metal iron scale die block is used for accomodating the cement that needs to be fixed, the die block butt joint groove has been seted up to the outside of metal iron scale die block, die block butt joint groove makes things convenient for the operator to fix the die block butt joint piece, the butt joint groove bolt hole has been seted up to the inside of die block butt joint groove, the butt joint groove bolt hole makes things convenient for the operator to connect the polylith combination formula steel bar truss building carrier plate fixedly, the bottom fixed connection die block of metal iron scale die block, the butt joint block bolt hole has been seted up to the inside of die block butt joint piece, the butt joint block bolt hole makes things convenient for the operator to carry out bolt fastening, the top of metal iron scale die block is equipped with first fixed lantern ring, first fixed lantern ring makes things convenient for the operator to fix a plurality of steel bar frames.
Further, the bottom of top lower chord reinforcing bar fixed connection first fixed lantern ring, top lower chord reinforcing bar is used for fixed first fixed lantern ring, makes things convenient for follow-up steel bar frame to carry out the series connection.
Further, the bottom fixed connection of top lower chord reinforcing bar is a plurality of left side fixed columns, the bottom fixed connection left side lower chord reinforcing bar of left side fixed column, the convenience of connection of left side fixed column through top lower chord reinforcing bar connection is connected left side lower chord reinforcing bar, has increased the stability of reinforcing bar frame.
Further, a plurality of right side fixed columns of bottom fixed connection of top lower chord reinforcing bar, the bottom fixed connection right side lower chord reinforcing bar of right side fixed column, the convenience of connection of right side fixed column through top lower chord reinforcing bar connection is connected left side lower chord reinforcing bar, has increased the stability of reinforcing bar frame.
Further, the bottom of the left side lower chord steel bar is fixedly connected with a metal iron sheet bottom die, the top of the metal iron sheet bottom die is fixedly connected with the right side lower chord steel bar, and the left side lower chord steel bar is connected with the right side lower chord steel bar, so that the whole steel bar frame is in a triangular shape, and the steel bar frame is more stable.
Further, the outside fixed connection support horizontal reinforcement of left side lower chord reinforcing bar, the outside fixed connection right side fixed column of support horizontal reinforcement, the holistic edge of support horizontal reinforcement increases stability, reduces because the uneven deformation that leads to of edge atress.
Further, the top fixed connection support vertical bar of support horizontal bar, the vertical bar of support is used for supporting top inferior chord bar, the holistic stability of effectual reinforcing bar frame that has increased.
Further, a plurality of lower chord steel bars are fixedly connected to the bottom of the top lower chord steel bar, the lower chord steel bar is used for fixing the second fixing lantern ring, and the second fixing lantern ring is fixedly connected to the inside of the lower chord steel bar, so that operators can conveniently fix the steel bar frames in series.
The utility model has the technical effects and advantages that:
1. The fixing lantern ring is arranged, so that an operator can conveniently connect the fixing lantern rings connected under the lower chord steel bars at the top in series, the stability of the steel bar truss floor support plate is improved when cement is put into the cement after the butt joint of the plurality of bottom plates is finished, and the user experience of the operator is further improved by the fixing lantern ring, so that the operator can conveniently operate the cement truss floor support plate.
2. The butt joint groove and the butt joint block are arranged, so that an operator can conveniently and better and quickly connect when the operator needs to butt joint a plurality of bottom plates, and meanwhile, the operator can conveniently and fixedly connect later through the holes formed in advance in the butt joint place, and the use experience of the operator is effectively optimized.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a schematic view of the bottom structure of the present utility model.
Fig. 3 is a schematic side view of the present utility model.
Fig. 4 is a schematic structural view of a second fixing collar according to the present utility model.
The reference numerals are: 1. a metal iron sheet bottom die; 2. a bottom die butt joint groove; 3. a butt joint groove bolt hole; 4. a bottom die butt joint block; 5. a butt joint block bolt hole; 101. a top lower chord steel bar; 102. a first fixed collar; 103. left lower chord steel bar; 104. a left fixed column; 105. right lower chord steel bar; 106. a right fixing column; 107. supporting vertical steel bars; 201. supporting horizontal steel bars; 202. lower chord steel bars; 203. and a second fixing collar.
Detailed Description
The embodiments of the present utility model will be clearly and completely described below with reference to the drawings in the present utility model, and the forms of the structures described in the following embodiments are merely examples, and the novel composite reinforcement truss deck according to the present utility model is not limited to the structures described in the following embodiments, and all other embodiments obtained by a person having ordinary skill in the art without making any inventive effort are within the scope of the present utility model.
Example 1
Referring to fig. 1-3, the utility model provides a novel combined steel bar truss floor support plate, which comprises a metal iron sheet bottom die 1, wherein the metal iron sheet bottom die is used for accommodating cement needing to be fixed, a bottom die butt joint groove 2 is formed in the outer part of the metal iron sheet bottom die 1, the bottom die butt joint groove 2 is convenient for operators to fix a bottom die butt joint block 4, a butt joint groove bolt hole 3 is formed in the inner part of the bottom die butt joint groove 2, the butt joint groove bolt hole 3 is convenient for operators to connect and fix a plurality of combined steel bar truss floor support plates, the bottom of the metal iron sheet bottom die 1 is fixedly connected with the bottom die butt joint block 4, a butt joint block bolt hole 5 is formed in the inner part of the bottom die butt joint block 4, the butt joint block bolt hole 5 is convenient for operators to fix bolts, a first fixing collar 102 is formed at the top of the metal iron sheet bottom die 1, and the first fixing collar 102 is convenient for operators to fix a plurality of steel bar frames.
In a preferred embodiment, the bottom of the top lower chord reinforcement bar 101 is fixedly connected with the first fixing collar 102, and the top lower chord reinforcement bar 101 is used for fixing the first fixing collar 102, so that subsequent reinforcement frames can be conveniently connected in series.
In a preferred embodiment, the bottom of the top lower chord steel bar 101 is fixedly connected with a plurality of left side fixing columns 104, the bottom of the left side fixing columns 104 is fixedly connected with the left side lower chord steel bar 103, the left side lower chord steel bar 103 is conveniently connected through the connection of the left side fixing columns 104 connected with the top lower chord steel bar 101, and the stability of the steel bar frame is increased.
In a preferred embodiment, the bottom of the top lower chord steel bar 101 is fixedly connected with a plurality of right side fixing columns 106, the bottom of the right side fixing column 106 is fixedly connected with the right side lower chord steel bar 105, the right side lower chord steel bar 105 is conveniently connected through the connection of the right side fixing columns 106 connected with the top lower chord steel bar 101, and the stability of the steel bar frame is increased.
In a preferred embodiment, the bottom of the left lower chord steel bar 103 is fixedly connected with the metal iron bottom die 1, the top of the metal iron bottom die 1 is fixedly connected with the right lower chord steel bar 105, and the left lower chord steel bar 103 is connected with the right lower chord steel bar 105, so that the whole steel bar frame is triangular, and the steel bar frame is more stable.
In a preferred embodiment, the outer part of the left lower chord steel bar 103 is fixedly connected with the support horizontal steel bar 201, the outer part of the support horizontal steel bar 201 is fixedly connected with the right fixing column 106, and the connection of the support horizontal steel bar 201 enables the whole edge of the steel bar frame to be stable, and deformation caused by uneven stress of the edge is reduced.
In a preferred embodiment, the top of the support horizontal bar 201 is fixedly connected to the support vertical bar 107, and the support vertical bar 107 is used for supporting the top lower chord bar 101, so that the overall stability of the bar rack is effectively improved.
The working principle of the utility model is as follows: the novel combined steel bar truss floor support plate comprises a metal iron sheet bottom die 1, wherein the metal iron sheet bottom die is used for accommodating cement needing to be fixed, a bottom die butt joint groove 2 is formed in the outer part of the metal iron sheet bottom die 1, an operator conveniently fixes a bottom die butt joint block 4 through the bottom die butt joint groove 2, a butt joint groove bolt hole 3 is formed in the inner part of the bottom die butt joint groove 2, the operator conveniently connects and fixes a plurality of combined steel bar truss floor support plates through the butt joint groove bolt hole 3, the bottom of the metal iron sheet bottom die 1 is fixedly connected with the bottom die butt joint block 4, a butt joint block bolt hole 5 is formed in the inner part of the bottom die butt joint block 4, the butt joint block bolt hole 5 is convenient for the operator to fix bolts, a first fixing collar 102 is arranged at the top of the metal iron sheet bottom die 1, the operator conveniently fixes a plurality of steel bar frames through a first fixing collar 102 fixedly connected with the bottom of a top lower chord steel bar 101, the top lower chord steel bar 101 is used for fixing the first fixed collar 102, the subsequent steel bar frame is convenient to connect in series, the bottom of the top lower chord steel bar 101 is fixedly connected with a plurality of left side fixed columns 104, the bottom of the left side fixed column 104 is fixedly connected with the left side lower chord steel bar 103, the connection of the left side fixed column 104 connected through the top lower chord steel bar 101 is convenient to connect the left side lower chord steel bar 103, the stability of the steel bar frame is increased, the bottom of the top lower chord steel bar 101 is fixedly connected with a plurality of right side fixed columns 106, the bottom of the right side fixed column 106 is fixedly connected with the right side lower chord steel bar 105, the connection of the right side fixed column 106 connected through the top lower chord steel bar 101 is convenient to connect the left side lower chord steel bar 105, the stability of the steel bar frame is increased, the bottom of the left side lower chord steel bar 103 is fixedly connected with the metal iron bottom die 1, the top of the metal iron die 1 is fixedly connected with the right side lower chord steel bar 105, the left lower chord steel bar 103 and the right lower chord steel bar 105 are connected, the whole steel bar frame is made into a triangular shape, the steel bar frame is more stable, the support horizontal steel bar 201 is fixedly connected to the outside of the left lower chord steel bar 103, the right fixing column 106 is fixedly connected to the outside of the support horizontal steel bar 201, the stability of the whole edge of the steel bar frame is increased due to the connection of the support horizontal steel bar 201, deformation is reduced due to uneven stress of the edge, the support vertical steel bar 107 is fixedly connected to the top of the support horizontal steel bar 201, the support vertical steel bar 107 is used for supporting the top lower chord steel bar 101, and the whole stability of the steel bar frame is effectively improved.
Example two
Referring to fig. 4, the bottom of the top lower chord reinforcement 101 is fixedly connected with a plurality of lower chord reinforcement 202, the lower chord reinforcement 202 is used for fixing the second fixing collar 203, and the inside of the lower chord reinforcement 202 is fixedly connected with the second fixing collar 203, so that an operator can conveniently fix the reinforcement frames in series. The difference between this embodiment and the first embodiment is that: the first fixed lantern ring of embodiment fixed connection makes things convenient for the operator to connect fixedly in the bottom of top lower chord steel bar, and this embodiment fixed lantern ring connects between the right side fixed column and the left side fixed column of top lower chord steel bar bottom, makes the fixed lantern ring more fixed like this.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
The last points to be described are: first, in the description of the present application, it should be noted that, unless otherwise specified and defined, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be mechanical or electrical, or may be a direct connection between two elements, and "upper," "lower," "left," "right," etc. are merely used to indicate relative positional relationships, which may be changed when the absolute position of the object being described is changed;
Secondly: in the drawings of the disclosed embodiments, only the structures related to the embodiments of the present disclosure are referred to, and other structures can refer to the common design, so that the same embodiment and different embodiments of the present disclosure can be combined with each other under the condition of no conflict;
Finally: the foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the utility model are intended to be included within the scope of the utility model.
Claims (8)
1. The utility model provides a novel combination formula steel bar truss building carrier plate, includes metal iron sheet die block (1), its characterized in that: the metal iron scale die block is characterized in that a die block butt joint groove (2) is formed in the outer portion of the metal iron scale die block (1), a butt joint groove bolt hole (3) is formed in the die block butt joint groove (2), a die block butt joint block (4) is fixedly connected to the bottom of the metal iron scale die block (1), a butt joint block bolt hole (5) is formed in the die block butt joint block (4), and a first fixing collar (102) is arranged at the top of the metal iron scale die block (1).
2. The novel modular steel truss floor deck of claim 1 wherein: the bottom of the first fixing collar (102) is fixedly connected with a top lower chord steel bar (101).
3. The novel modular steel truss floor deck of claim 2 wherein: the bottom of top lower chord steel bar (101) is fixedly connected with a plurality of left side fixed columns (104), the bottom of left side fixed column (104) is fixedly connected with left side lower chord steel bar (103).
4. The novel modular steel truss floor deck of claim 2 wherein: the bottom of top lower chord steel bar (101) is fixedly connected with a plurality of right side fixed columns (106), the bottom of right side fixed column (106) is fixedly connected with right side lower chord steel bar (105).
5. A novel modular steel truss floor deck as recited in claim 3 wherein: the bottom of the left lower chord steel bar (103) is fixedly connected with a metal iron sheet bottom die (1), and the top of the metal iron sheet bottom die (1) is fixedly connected with the right lower chord steel bar (105).
6. A novel modular steel truss floor deck as recited in claim 3 wherein: the outer part of the left lower chord steel bar (103) is fixedly connected with a support horizontal steel bar (201), and the outer part of the support horizontal steel bar (201) is fixedly connected with a right fixing column (106).
7. The novel modular steel truss floor deck of claim 6 wherein: the top of the support horizontal steel bar (201) is fixedly connected with the support vertical steel bar (107).
8. The novel modular steel truss floor deck of claim 2 wherein: the bottom of top lower chord steel bar (101) is fixedly connected with a plurality of lower chord steel bars (202), the inside fixed lantern ring (203) of fixed connection of lower chord steel bar (202).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322578924.7U CN221168312U (en) | 2023-09-22 | 2023-09-22 | Novel combined steel bar truss floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322578924.7U CN221168312U (en) | 2023-09-22 | 2023-09-22 | Novel combined steel bar truss floor carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221168312U true CN221168312U (en) | 2024-06-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322578924.7U Active CN221168312U (en) | 2023-09-22 | 2023-09-22 | Novel combined steel bar truss floor carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221168312U (en) |
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2023
- 2023-09-22 CN CN202322578924.7U patent/CN221168312U/en active Active
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