CN216276486U - Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer - Google Patents
Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer Download PDFInfo
- Publication number
- CN216276486U CN216276486U CN202122646697.8U CN202122646697U CN216276486U CN 216276486 U CN216276486 U CN 216276486U CN 202122646697 U CN202122646697 U CN 202122646697U CN 216276486 U CN216276486 U CN 216276486U
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- Prior art keywords
- round steel
- cushion block
- floor
- thickness
- cushion
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- 229910001294 Reinforcing steel Inorganic materials 0.000 title description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 93
- 239000010959 steel Substances 0.000 claims abstract description 93
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 239000011241 protective layer Substances 0.000 claims abstract description 17
- 239000010410 layer Substances 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000000034 method Methods 0.000 description 14
- 238000010276 construction Methods 0.000 description 10
- 239000002390 adhesive tape Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The embodiment of the application discloses device of simultaneous control floor thickness and protective layer of steel reinforcement relates to building engineering technical field, and its technical scheme includes upper cushion, lower floor's cushion, sets up upper cushion with connecting rod, setting between the cushion of lower floor are in the upper strata of upper cushion lateral wall is buried the piece and is set up and be in the lower floor of lower floor's cushion lateral wall buries the piece, the upper cushion with lower floor's cushion parallels. This application embodiment is applicable to and controls floor thickness and reinforcing bar protective layer thickness.
Description
Technical Field
The application relates to the technical field of constructional engineering. In particular to a device for simultaneously controlling the thickness of a floor slab and a reinforcing steel bar protective layer.
Background
In the construction of building engineering, the control of concrete floor thickness and reinforcing steel bar protective layer is vital, and the traditional method adopts that the column reinforcing steel bar is wound by an electrical adhesive tape to form a 50-line structure, the distance between the upper edge of the red adhesive tape and the concrete surface is 50cm after the concrete is poured, or a wall pulling line is arranged between the reinforcing steel bar and the reinforcing steel bar to detect the thickness of the floor at the middle position, and the distance between the adhesive tape and the concrete finished surface is measured by a tape measure continuously in the construction process.
SUMMERY OF THE UTILITY MODEL
In view of this, the embodiment of the application provides a device for controlling floor thickness and reinforcing bar protective layer simultaneously, simple structure, convenient operation, can control floor thickness and reinforcing bar protective layer thickness simultaneously, and high control is effectual, improves construction quality.
The embodiment of the application provides a device of simultaneous control floor thickness and protective layer of steel reinforcement, be in including upper cushion, lower floor's cushion, setting upper cushion with connecting rod, setting between the cushion of lower floor are in the upper strata of upper cushion lateral wall is buried and is set up the lower floor of lower floor's cushion lateral wall is buried the piece, the upper cushion with the cushion of lower floor parallels.
According to a concrete implementation mode of this application embodiment, the upper strata is buried the piece and is fixed including the level first round steel, the vertical fixing of upper cushion lateral wall first round steel is kept away from the second round steel and the level of upper cushion one end are fixed the second round steel is kept away from the third round steel of first round steel one end, first round steel with the third round steel is located same one side of second round steel, the third round steel is located the below of first round steel, the height that the third round steel was located is less than the height that the lower surface of upper cushion was located.
According to a concrete implementation mode of this application embodiment, lower floor buries the piece and includes that the level is fixed fourth round steel, the vertical fixing of lower floor's cushion lateral wall the fourth round steel is kept away from the fifth round steel and the level of lower floor's cushion one end are fixed the fifth round steel is kept away from the sixth round steel of fourth round steel one end, the fourth round steel with the sixth round steel is located same one side of fifth round steel, the sixth round steel is located the top of sixth round steel, the height that the sixth round steel was located is higher than the height that the upper surface of lower floor's cushion was located.
According to a specific implementation manner of the embodiment of the application, the upper cushion block and the lower cushion block are both cylinders.
According to a specific implementation manner of the embodiment of the application, the diameters of the upper cushion block and the lower cushion block are 75 mm.
According to a specific implementation manner of the embodiment of the application, the height of the upper cushion block and the lower cushion block is 30 mm.
According to a concrete implementation mode of this application embodiment, the connecting rod perpendicular to upper cushion, the connecting rod is provided with two, two the top of connecting rod all is located the footpath of upper cushion, two the bottom of connecting rod all is located the footpath of lower floor's cushion.
According to a specific implementation of the embodiment of the present application, the height of the connecting rod is 50 mm.
According to a specific implementation of the embodiment of the application, the connecting rod is a deformed steel bar.
According to a specific implementation manner of the embodiment of the application, the diameter of the deformed steel bar is greater than or equal to 8 mm.
Compared with the prior art, the method has the following characteristics and beneficial effects:
the device of a simultaneous control floor thickness and protective layer of reinforcing bar that this application embodiment provided, on the basis of elevation method control floor thickness method, increase and adopt this dress to come auxiliary control, control thickness precision is more accurate, the effect is better, be favorable to construction quality's promotion, improve the work efficiency, reduction of erection time, and the first piece of burying in this application and the second piece of burying all can adopt the waste material preparation that produces in the work progress, upper cushion and lower cushion all adopt the concreting, environmental protection and energy saving more.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings 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 application, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a schematic structural diagram of an apparatus for simultaneously controlling a thickness of a floor slab and a protective layer of reinforcing bars according to an embodiment of the present application;
fig. 2 is a schematic view of an upper embedded part in an apparatus for simultaneously controlling a thickness of a floor slab and a protective layer of reinforcing bars according to an embodiment of the present application.
In the figure, 1, an upper cushion block; 2. a lower cushion block; 3. a connecting rod; 4. an upper layer embedded part; 41. a first round steel; 42. a second round steel; 43. a third round steel; 5. a lower embedded part; 51. a fourth round steel; 52. fifth round steel; 53. and sixth round steel.
Detailed Description
The embodiments of the present application will be described in detail below with reference to the accompanying drawings.
It should be understood that the embodiments described are only a few embodiments of the present application, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
As shown in fig. 1, the present application provides a device for controlling floor thickness and steel bar protection layer simultaneously, can include cylindrical upper cushion block 1, cylindrical lower cushion block 2, connecting rod 3 arranged between upper cushion block 1 and lower cushion block 2, upper embedded part 4 arranged on the side wall of upper cushion block 1 and lower embedded part 5 arranged on the side wall of lower cushion block 2, upper cushion block 1 is parallel to lower cushion block 2, and connecting rod 3 is perpendicular to upper cushion block 1.
In an embodiment of this embodiment, the two connecting rods 3 may be provided, the top ends of the two connecting rods 3 are located in the radial direction of the upper cushion block 1, and the bottom ends of the two connecting rods 3 are located in the radial direction of the lower cushion block 2.
In an embodiment of this embodiment, the upper embedded part 4 can include the level fix at the first round steel 41 of upper cushion 1 lateral wall, vertically fix at first round steel 41 keep away from the second round steel 42 of upper cushion 1 one end and the level fix at the third round steel 43 that first round steel 41 one end was kept away from to second round steel 42, first round steel 41 and third round steel 43 are located the same one side of second round steel 42, third round steel 43 is located the below of first round steel 41, the height that third round steel 43 was located is less than the height that the lower surface of upper cushion 1 was located.
The lower-layer embedded part 5 comprises a fourth round steel 51 horizontally fixed on the side wall of the lower-layer cushion block 2, a fifth round steel 52 vertically fixed on the fourth round steel 51 and far away from one end of the lower-layer cushion block 2, and a sixth round steel 53 horizontally fixed on the fifth round steel 52 and far away from one end of the fourth round steel 51, wherein the fourth round steel 51 and the sixth round steel 53 are positioned on the same side of the fifth round steel 52, the sixth round steel 53 is positioned above the sixth round steel 53, and the height of the sixth round steel 53 is higher than the height of the upper surface of the lower-layer cushion block 2.
During the construction, place the device in handing-over department of horizontal reinforcing bar and longitudinal reinforcement as far as possible, the horizontal reinforcing bar and the longitudinal reinforcement that are located the upper strata are placed and are set up on third round steel 43, the horizontal reinforcing bar and the longitudinal reinforcement that are located the lower floor are placed and are set up on fourth round steel 51, whole arrangement is accomplished the back, alright pour floor concrete, control floor thickness that the elevation control measure that combines the tradition method to use when concrete placement just can be fine, the device installation is simple, can not influence the construction progress, and the device is good with the structure combination, no crack can improve engineering quality.
In one embodiment of this embodiment, the diameter of the upper cushion block 1 and the lower cushion block 2 is 75mm, the height thereof is 30mm, and the height of the connecting rod 3 is 50 mm. During actual construction, the diameters and heights of the upper cushion block 1 and the lower cushion block 2 and the height of the connecting rod 3 can be reasonably set according to actual construction conditions, and this embodiment is not particularly limited.
In one embodiment of the present embodiment, the connecting rod 3 may be made of deformed steel with a diameter of 8mm or more. The deformed steel bar is made of waste materials in the construction process, and the upper cushion block and the lower cushion block are poured by concrete, so that the purposes of environmental protection and energy conservation can be achieved.
As shown in fig. 2, in an embodiment, before the upper cushion block is poured and formed, one end of the first round steel far away from the second round steel in the upper embedded part may be extended into the pouring mold, so that after the upper cushion block is poured, the upper embedded part is anchored in the upper cushion block, which is more convenient to operate and more firm in connection. Similarly, the lower embedded part can be fixedly connected with the lower cushion block in the same manner as described above, and further description is omitted here.
The embodiment of the application provides a pair of device of simultaneous control floor thickness and reinforcing bar protective layer, settle in handing-over department of horizontal reinforcing bar and longitudinal reinforcement, the horizontal reinforcing bar and the longitudinal reinforcement that are located the upper strata are placed and are set up on the third round steel, the horizontal reinforcing bar and the longitudinal reinforcement that are located the lower floor are placed and are set up on the fourth round steel, all settle the completion back, alright pour floor concrete, control floor thickness that the elevation control measure that combines the tradition method to use when concrete placement just can be fine, the device simple structure, high durability and convenient operation, can accelerate the construction progress, ensure safety, the work efficiency is improved, the reduction of erection time.
It should be noted that, in this document, the emphasis points of the solutions described in the embodiments are different, but there is a certain correlation between the embodiments, and when understanding the solution of the present application, the embodiments may be referred to each other; moreover, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above description is only for the specific embodiments of the present application, but the scope of the present application is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present application should be covered within the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (10)
1. The utility model provides a device of simultaneous control floor thickness and protective layer of reinforcing bar which characterized in that: the upper cushion block (1) and the lower cushion block (2) are arranged, the connecting rod (3) between the upper cushion block (1) and the lower cushion block is arranged, an upper layer embedded part (4) of the side wall of the upper cushion block (1) is arranged, the lower layer embedded part (5) of the side wall of the lower cushion block (2) is arranged, and the upper cushion block (1) is parallel to the lower cushion block (2).
2. The apparatus of claim 1, wherein the apparatus for simultaneously controlling the thickness of the floor slab and the protective layer of the reinforcing bars comprises: the upper layer embedded part (4) comprises a first round steel (41) horizontally fixed on the side wall of the upper layer cushion block (1), and is vertically fixed, the first round steel (41) is far away from the second round steel (42) and horizontally fixed at one end of the upper layer cushion block (1), the second round steel (42) is far away from the third round steel (43) at one end of the first round steel (41), the first round steel (41) and the third round steel (43) are located on the same side of the second round steel (42), the third round steel (43) is located below the first round steel (41), and the height of the third round steel (43) is lower than that of the lower surface of the upper layer cushion block (1).
3. The apparatus of claim 1, wherein the apparatus for simultaneously controlling the thickness of the floor slab and the protective layer of the reinforcing bars comprises: lower floor's piece (5) of burying are fixed including the level fourth round steel (51), the vertical fixing of lower floor's cushion (2) lateral wall fourth round steel (51) are kept away from fifth round steel (52) and the level of lower floor's cushion (2) one end are fixed fifth round steel (52) are kept away from sixth round steel (53) of fourth round steel (51) one end, fourth round steel (51) with sixth round steel (53) are located same one side of fifth round steel (52), sixth round steel (53) are located the top of sixth round steel (53), the height that sixth round steel (53) were located is higher than the height that the upper surface of lower floor's cushion (2) was located.
4. The apparatus of claim 1, wherein the apparatus for simultaneously controlling the thickness of the floor slab and the protective layer of the reinforcing bars comprises: the upper cushion block (1) and the lower cushion block (2) are both cylinders.
5. An apparatus for simultaneously controlling floor thickness and rebar protection according to claim 4, wherein: the diameters of the upper cushion block (1) and the lower cushion block (2) are 75 mm.
6. An apparatus for simultaneously controlling floor thickness and rebar protection according to claim 4, wherein: the height of the upper cushion block (1) and the lower cushion block (2) is 30 mm.
7. An apparatus for simultaneously controlling floor thickness and rebar protection according to claim 4, wherein: connecting rod (3) perpendicular to upper cushion (1), connecting rod (3) are provided with two, two the top of connecting rod (3) all is located the footpath of upper cushion (1), two the bottom of connecting rod (3) all is located the footpath of lower floor's cushion (2).
8. The apparatus of claim 1, wherein the apparatus for simultaneously controlling the thickness of the floor slab and the protective layer of the reinforcing bars comprises: the height of the connecting rod (3) is 50 mm.
9. The apparatus of claim 1, wherein the apparatus for simultaneously controlling the thickness of the floor slab and the protective layer of the reinforcing bars comprises: the connecting rod (3) is made of deformed steel.
10. An apparatus for simultaneously controlling floor thickness and rebar protection according to claim 9, wherein: the diameter of the deformed steel bar is more than or equal to 8 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122646697.8U CN216276486U (en) | 2021-11-01 | 2021-11-01 | Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122646697.8U CN216276486U (en) | 2021-11-01 | 2021-11-01 | Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216276486U true CN216276486U (en) | 2022-04-12 |
Family
ID=81003374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122646697.8U Expired - Fee Related CN216276486U (en) | 2021-11-01 | 2021-11-01 | Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216276486U (en) |
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2021
- 2021-11-01 CN CN202122646697.8U patent/CN216276486U/en not_active Expired - Fee Related
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| 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: 20220412 |