CN216707852U - High strength angle steel superimposed sheet mould - Google Patents
High strength angle steel superimposed sheet mould Download PDFInfo
- Publication number
- CN216707852U CN216707852U CN202123076840.0U CN202123076840U CN216707852U CN 216707852 U CN216707852 U CN 216707852U CN 202123076840 U CN202123076840 U CN 202123076840U CN 216707852 U CN216707852 U CN 216707852U
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- Prior art keywords
- angle steel
- steel side
- die
- side dies
- ribs
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 110
- 239000010959 steel Substances 0.000 title claims abstract description 110
- 210000003205 muscle Anatomy 0.000 claims description 18
- 239000002131 composite material Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims 1
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000007493 shaping process Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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Abstract
The utility model discloses a high-strength angle steel laminated slab die, which comprises a bottom die, two angle steel side dies I and two angle steel side dies II, wherein the angle steel side dies I and the angle steel side dies II are arranged at the top of the bottom die, the two angle steel side dies II are fixedly welded with two ends of the corresponding angle steel side dies I, a plurality of fixing seats are fixedly welded on one sides, away from each other, of the two angle steel side dies I, a plurality of longitudinal ribs are arranged between the two angle steel side dies I, a plurality of transverse ribs are arranged between the two angle steel side dies II, lap joint ribs are arranged at two ends of the longitudinal ribs and two ends of the transverse ribs, and a steel bar truss is fixedly welded at the tops of the longitudinal ribs. This kind of high strength angle steel coincide board mould, through the setting of fixed plate, fastening bolt and spud pile, the fixed plate passes through fastening bolt and the fixed back of die block mould, inserts the spud pile, further improves the connection steadiness of angle steel side form mould one to improve the intensity of mould.
Description
Technical Field
The utility model relates to the technical field of laminated slab molds, in particular to a high-strength angle steel laminated slab mold.
Background
The laminated slab is an assembled integral floor slab formed by laminating precast slabs and cast-in-place reinforced concrete layers, and when the laminated slab is poured, an angle steel laminated slab mold is usually used for pouring.
At present, current angle steel superimposed sheet mould is mostly structural strength not high, appears the not hard up phenomenon of mould easily when pouring, causes the shaping superimposed sheet to take place to warp, and current angle steel superimposed sheet mould is mostly not convenient for carry out quick spacing fixed function to the reinforcing bar simultaneously for pouring the in-process, the impact force of concrete breaks away the reinforcing bar, and it is inhomogeneous to distribute, influences the superimposed sheet pour quality. Therefore, the high-strength angle steel laminated slab die is improved.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model discloses a high-strength angle steel laminated slab die which comprises a bottom die, two angle steel side dies I and two angle steel side dies II, wherein the angle steel side dies I and the angle steel side dies II are arranged at the top of the bottom die, the two angle steel side dies II are fixedly welded with two ends of the corresponding angle steel side dies I, a plurality of fixing seats are fixedly welded on one sides, away from each other, of the two angle steel side dies I, a plurality of longitudinal ribs are arranged between the two angle steel side dies I, a plurality of transverse ribs are arranged between the two angle steel side dies II, lap joint ribs are arranged at two ends of the longitudinal ribs and two ends of the transverse ribs, and a steel bar truss is fixedly welded at the tops of the longitudinal ribs.
As a preferred technical scheme, a plurality of first limiting grooves are formed in one side, close to each other, of each of the two first angle steel side molds, the longitudinal ribs are arranged at the bottoms of the first limiting grooves, a plurality of second limiting grooves are formed in one side, close to each other, of each of the two second angle steel side molds, the transverse ribs are arranged at the bottoms of the second limiting grooves, and the notches of the first limiting grooves and the second limiting grooves are connected with buckles for the longitudinal ribs and the transverse ribs in a clamping mode.
As a preferable technical scheme of the utility model, a binding wire is arranged at the joint of the longitudinal rib and the transverse rib, and the binding opening of the binding wire is upward.
According to a preferable technical scheme of the utility model, the fixing seat comprises a fixing plate, the bottom of the fixing plate is fixedly welded with the first angle steel side mold, two fastening bolts are arranged inside the fixing plate, and the first angle steel side mold is fixedly connected with the bottom mold through the fastening bolts.
According to a preferable technical scheme of the utility model, the top of the fixing plate is fixedly connected with a limiting sleeve, the top of the limiting sleeve is provided with a limiting hole, the side wall of the limiting hole is connected with a fixing pile in a sliding manner, and the bottom end of the fixing pile is fixedly connected with a bottom die.
According to a preferable technical scheme of the utility model, the steel bar truss comprises two lower chord steel bars, the top of each lower chord steel bar is provided with an upper chord steel bar, and a plurality of web member steel bars are arranged between the lower chord steel bars and the upper chord steel bars.
The utility model has the beneficial effects that:
1. according to the high-strength angle steel laminated plate die, the fixing plate, the fastening bolts and the fixing piles are arranged, the fixing plate is fixed with the bottom die through the fastening bolts and then inserted into the fixing piles, and the connection stability of the angle steel side die I is further improved, so that the strength of the die is improved;
2. this kind of high strength angle steel superimposed sheet mould through the setting of draw-in groove and buckle with mutually support, will vertically muscle and horizontal muscle place respectively in the draw-in groove that corresponds, carry on spacingly to it, the buckle is fixed with vertical muscle and horizontal muscle simultaneously to improve its structural strength, it is even to make vertical muscle and horizontal muscle when pouring, thereby improves superimposed sheet's the quality of pouring.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a schematic view of the overall structure of a high-strength angle steel laminated slab mold according to the present invention;
FIG. 2 is a schematic structural view of longitudinal ribs and transverse ribs of the high-strength angle steel laminated slab mold of the utility model;
FIG. 3 is an enlarged schematic structural view of the position A in FIG. 1 of the high-strength angle steel composite slab mold of the utility model;
fig. 4 is a schematic structural view of a steel bar truss of the high-strength angle steel laminated plate die.
In the figure: 1. a bottom mold; 2. a first angle steel side die; 3. a second angle steel side die; 4. a fixed seat; 401. a fixing plate; 402. fastening a bolt; 403. a limiting sleeve; 404. fixing the pile; 5. longitudinal ribs; 6. a transverse rib; 7. lapping ribs; 8. a steel bar truss; 801. a lower chord steel bar; 802. upper chord steel bars; 803. web member reinforcing steel bars; 9. buckling; 10. and (5) binding the wires.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
Example (b): as shown in fig. 1-4, the high-strength angle steel laminated slab mold comprises a bottom mold 1, two angle steel side molds I2 and two angle steel side molds II 3, wherein the angle steel side molds I2 and the angle steel side molds II 3 are both arranged at the top of the bottom mold 1, the two angle steel side molds II 3 are fixedly welded with two ends of the corresponding angle steel side molds I2, a plurality of fixing seats 4 are fixedly welded on one sides of the two angle steel side molds I2, which are far away from each other, a plurality of longitudinal ribs 5 are arranged between the two angle steel side molds I2, a plurality of transverse ribs 6 are arranged between the two angle steel side molds II 3, lap joint ribs 7 are arranged at two ends of the longitudinal ribs 5 and the transverse ribs 6, and a steel bar truss 8 is fixedly welded at the tops of the longitudinal ribs 5.
Wherein, one side of the two angle steel side molds I2 close to each other is provided with a plurality of first limiting grooves, the longitudinal ribs 5 are arranged at the bottoms of the first limiting grooves, one side of the two angle steel side molds II 3 close to each other is provided with a plurality of second limiting grooves, the transverse ribs 6 are arranged at the bottoms of the second limiting grooves, the notch positions of the first limiting grooves and the second limiting grooves are respectively connected with a buckle 9 used for the longitudinal ribs 5 and the transverse ribs 6 in a clamping way, when in use, the limiting function can be achieved through the arrangement of the first limiting grooves and the second limiting grooves, so that the positions of the longitudinal ribs 5 and the transverse ribs 6 can be limited, the position deviation phenomenon can not occur during pouring, meanwhile, the longitudinal ribs 5 and the transverse ribs 6 can be limited through the arrangement of the buckles 9, further the longitudinal ribs 5 and the transverse ribs 6 can be fixed with the corresponding angle steel side molds I2 and the corresponding angle steel side molds II 3, thereby increasing the structural strength, avoid pouring the in-process and appear rising the mould phenomenon, cause the shaping superimposed sheet to warp.
Wherein, vertical muscle 5 and the 6 handing-over departments of horizontal muscle are provided with ligature silk 10, and the mouth of tying up of ligature silk 10 upwards, when using, through the setting of ligature silk 10, can fix vertical muscle 5 and the 6 handing-over departments of horizontal muscle, and the impact force of avoiding pouring the in-process concrete is broken away vertical muscle 5 and horizontal muscle 6 for vertical muscle 5 and the 6 uneven distributions of horizontal muscle, thereby influence the quality of pouring of superimposed sheet.
Wherein, fixing base 4 includes fixed plate 401, the bottom and the angle steel side form 2 fixed weld of fixed plate 401, fixed plate 401 is inside to be provided with two fastening bolt 402, angle steel side form 2 is through fastening bolt 402 and end mould 1 fixed connection, when using, the setting of fixed plate 401 can make fastening bolt 402 fix angle steel side form 2 with end mould 1, avoid angle steel side form 2 to appear the position removal under the effect of pouring in-process concrete impact force, improve the structural strength of mould.
Wherein, fixed plate 401 top fixedly connected with limit sleeve 403, limit hole has been seted up at limit sleeve 403 top, limit hole lateral wall sliding connection has spud pile 404, the bottom and the bottom mould 1 fixed connection of spud pile 404, when using, through the setting of spud pile 404, spud pile 404 run through fixed plate 401 and with 1 top surface fixed connection of bottom mould, the improvement makes fixed more firm between angle steel side form utensil 2 and the bottom mould utensil 1, further improve the structural strength of mould, appear becoming flexible between the mould when avoiding pouring, thereby influence pouring of shaping superimposed sheet, setting through limit hole, can play spacing effect, convenient to use person is to the installation and the dismantlement of spud pile 404.
When the steel bar truss 8 is used, the shearing resistance of the laminated surface can be enhanced, and meanwhile, the rigidity and the anti-cracking capacity of the laminated slab are improved, and the deformation coordination capacity of the laminated slab is improved.
The working principle is as follows: the high-strength angle steel laminated slab die is different from the prior art, has reasonable structure, convenient use and simple operation, and can enable a user to simply and clearly understand the working principle;
when in use, the fixed seat 4 on the first angle steel side die 2 is fixed with the bottom die 1 through the fastening bolt 402, and then the fixed pile 404 is inserted, so as to further improve the connection stability of the first angle steel side die 2, the two second angle steel side dies 3 are respectively fixedly welded at two ends of the first angle steel side die 2, the first angle steel side die 2 and the second angle steel side dies 3 form a pouring cavity, at the moment, the longitudinal ribs 5 and the transverse ribs 6 are respectively placed in the corresponding clamping grooves, the longitudinal ribs 5 and the transverse ribs 6 are fixed through the buckles 9, meanwhile, the connecting part of the longitudinal ribs 5 and the transverse ribs 6 is fixed through the binding wires 10, so that the longitudinal ribs 5 and the transverse ribs 6 are prevented from being scattered by the impact force of concrete in the pouring process, the longitudinal ribs 5 and the transverse ribs 6 are unevenly distributed, the pouring quality of the laminated slab is influenced, and meanwhile, the shearing resistance of the laminated surface can be enhanced through the arrangement of the steel bar truss 8, meanwhile, the rigidity and the anti-cracking capability of the laminated slab are improved, and the deformation coordination capability among the laminated slabs is improved.
Finally, it should be noted that: in the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. A high-strength angle steel laminated slab die comprises a bottom die (1), two angle steel side dies (2) and two angle steel side dies (3), it is characterized in that the first angle steel side die (2) and the second angle steel side die (3) are both arranged at the top of the bottom die (1), the two angle steel side dies (3) are fixedly welded with the two ends of the corresponding first angle steel side die (2), a plurality of fixing seats (4) are fixedly welded on one sides of the first angle steel side dies (2) which are far away from each other, a plurality of longitudinal ribs (5) are arranged between the two angle steel side dies (2), a plurality of transverse ribs (6) are arranged between the two angle steel side dies (3), both ends of vertical muscle (5) and horizontal muscle (6) all are provided with overlap joint muscle (7), fixed welding in vertical muscle (5) top has steel bar truss (8).
2. The high-strength angle steel composite slab mold as claimed in claim 1, wherein a plurality of first limiting grooves are formed in the side, close to each other, of each of the two first angle steel side molds (2), the longitudinal ribs (5) are arranged at the bottoms of the first limiting grooves, a plurality of second limiting grooves are formed in the side, close to each other, of each of the two second angle steel side molds (3), the transverse ribs (6) are arranged at the bottoms of the second limiting grooves, and the notches of the first limiting grooves and the second limiting grooves are connected with the buckles (9) for the longitudinal ribs (5) and the transverse ribs (6) in a clamping manner.
3. The high-strength angle steel composite slab mold according to claim 1, wherein a binding wire (10) is arranged at the joint of the longitudinal rib (5) and the transverse rib (6), and the binding opening of the binding wire (10) is upward.
4. The high-strength angle steel composite slab mold according to claim 1, wherein the fixing seat (4) comprises a fixing plate (401), the bottom of the fixing plate (401) is fixedly welded with a first angle steel side mold (2), two fastening bolts (402) are arranged inside the fixing plate (401), and the first angle steel side mold (2) is fixedly connected with the bottom mold (1) through the fastening bolts (402).
5. The high-strength angle steel composite slab mold according to claim 4, wherein a limiting sleeve (403) is fixedly connected to the top of the fixing plate (401), a limiting hole is formed in the top of the limiting sleeve (403), a fixing pile (404) is slidably connected to the side wall of the limiting hole, and the bottom end of the fixing pile (404) is fixedly connected with the bottom mold (1).
6. A high strength angle steel composite slab mold according to claim 1, characterized in that, the steel bar truss (8) comprises two lower chord steel bars (801), the top of the lower chord steel bars (801) is provided with an upper chord steel bar (802), and a plurality of web members (803) are arranged between the lower chord steel bars (801) and the upper chord steel bar (802).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123076840.0U CN216707852U (en) | 2021-12-08 | 2021-12-08 | High strength angle steel superimposed sheet mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123076840.0U CN216707852U (en) | 2021-12-08 | 2021-12-08 | High strength angle steel superimposed sheet mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216707852U true CN216707852U (en) | 2022-06-10 |
Family
ID=81882878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123076840.0U Expired - Fee Related CN216707852U (en) | 2021-12-08 | 2021-12-08 | High strength angle steel superimposed sheet mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216707852U (en) |
-
2021
- 2021-12-08 CN CN202123076840.0U patent/CN216707852U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220610 |