CN116771127A - Cast-in-place concrete floor thickness control device - Google Patents
Cast-in-place concrete floor thickness control device Download PDFInfo
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- CN116771127A CN116771127A CN202310969911.4A CN202310969911A CN116771127A CN 116771127 A CN116771127 A CN 116771127A CN 202310969911 A CN202310969911 A CN 202310969911A CN 116771127 A CN116771127 A CN 116771127A
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- cylindrical main
- main part
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- cone
- strip
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 3
- 238000011065 in-situ storage Methods 0.000 claims abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a cast in situ concrete floor thickness controlling means, includes the cylindrical main part of concrete material, cylindrical main part vertically arrange and its inside be equipped with the reinforcing bar rack, be equipped with two upper and lower interval arrangement's strip reinforcing bars in the cylindrical main part, the axis of cylindrical main part is all crossed at the middle point of cylindrical main part and two strip reinforcing bar length direction is all exceeded at the both ends of two strip reinforcing bars, the middle part of two strip reinforcing bars all with reinforcing bar rack ligature or welding, the downside of cylindrical main part inlays and is equipped with two at least screw sleeve that vertically arrange, screw sleeve vertically arranges, the downside is uncovered, the upside seals, sleeve lower extreme and cylindrical main part downside parallel and level, screw sleeve downside connects the cone that the pointed end vertically arranged downwards soon, be equipped with the through-hole that the level runs through the cone on the cone. The thickness of the floor slab can be effectively controlled, and the internal reinforcing steel bars can be prevented from being deformed under pressure.
Description
Technical Field
The invention relates to a thickness control device for a cast-in-place concrete floor slab.
Background
The cast-in-place concrete floor slab plays a very important role in engineering structure safety. The increase or decrease of the thickness of the floor slab, the deformation and bending of the steel bars in the floor slab and the like can cause the increase of the central deflection and the decrease of the bearing capacity of the floor slab, and the factors are also the main causes of the cracking of the floor slab.
Two layers of reinforcing steel meshes are arranged in a concrete floor at intervals up and down, the concrete structure is shown in China patent CN217557418U, the reinforcing steel meshes are firstly bound, then a template is installed, concrete is poured, finally the template is disassembled, the thickness of the floor is completely measured by the template, the template is cut by a manual hand-held cutting machine, and some errors are actually caused when the template is cut, so that the thickness of the cast-in-place concrete floor cannot be accurately controlled.
Disclosure of Invention
The invention aims to solve the technical problem of providing a thickness control device for a cast-in-place concrete floor slab, which can effectively control the thickness of the floor slab and prevent internal steel bars from being deformed under pressure.
In order to solve the technical problems, the invention provides a thickness control device for a cast-in-place concrete floor slab, which comprises a cylindrical main body made of concrete, wherein a steel bar net rack is vertically arranged in the cylindrical main body, two strip steel bars which are vertically arranged at intervals are arranged in the cylindrical main body, two ends of the two strip steel bars exceed the cylindrical main body, the midpoints of the two strip steel bars in the length direction are all over the central axis of the cylindrical main body, the middle parts of the two strip steel bars are bound or welded with the steel bar net rack, at least two vertically arranged threaded sleeves are embedded on the lower side of the cylindrical main body, the threaded sleeves are vertically arranged, the lower side of the threaded sleeves are open and sealed on the upper side, the lower end of each sleeve is flush with the lower side of the cylindrical main body, a cone with the tip vertically downwards arranged is screwed on the lower side of the threaded sleeve, and a through hole which horizontally penetrates the cone is arranged on the cone.
For the sake of simple explanation, the thickness control device for cast-in-place concrete floor slab in the invention is simply referred to as the device.
The using method of the device comprises the following steps: install a plurality of this devices in the floor mould of waiting to pour for the bearing that two strip reinforcing bars in this device correspond respectively is in two-layer reinforcing bar net below, and the cone of this device downside inserts in the downside template simultaneously and fixes a position, and the downside of this device is leaned on with downside template upside mutually, and a plurality of this devices are determinant in the floor mould of waiting to pour and arrange, reach the effect of even atress, pour with the height of this device as the standard when the floor pours, can stop pouring when the concrete height of pouring just with this device upside parallel and level, and the floor thickness of this moment is the target thickness of standard promptly. And after the die is disassembled, a thin iron rod matched with the through hole is inserted into the through hole to rotationally disassemble the cone, and the cone is reused.
The device has the advantages that: this device is through the thickness standard of self height as concreting, compare in current mode, it is more directly perceived convenient, this device downside inserts in the template through the cone, the installation is stable, the bearing that two strip reinforcing bars on this device correspond respectively in two-layer reinforcing bar net below, and be determinant in the floor mould of waiting to pour and arrange, can prevent effectively that the reinforcing bar net from compressing deformation, built-in reinforcing bar net plays the effect of reinforcing its self intensity in this device, this device is buried wherein after concreting, the cone of its bottom adopts detachable threaded connection mode, can dismantle the multiplexing after the form removal.
In order to achieve better use effect of the device, the preferable scheme is as follows:
preferably, the cylindrical main body is circumferentially provided with a plurality of annular grooves which are arranged at intervals along the height direction.
The annular groove can allow the concrete poured later to enter the annular groove, so that the device is better combined with the concrete poured later, and the overall structure of the floor slab is more stable.
Preferably, the axial directions of the two strip-shaped reinforcing bars are perpendicular to each other.
The warp and weft in the two layers of reinforcing steel bar meshes can be respectively supported by the structures with the axis directions of the two strip-shaped reinforcing steel bars being mutually perpendicular, so that the stress is more uniform and stable.
Drawings
Fig. 1 is a front view of a first embodiment of the present device.
Fig. 2 is a partial schematic view of the portion a in fig. 1.
Fig. 3 is a B-B cross-sectional view of fig. 1.
Fig. 4 is a partial enlarged view of a portion C in fig. 3.
Fig. 5 is a schematic view of the device when it is placed in a reinforcing mesh.
Fig. 6 is a schematic view of the device after being placed in a reinforcing mesh.
Fig. 7 is a front view of a second embodiment of the present apparatus.
Detailed Description
Example 1
Referring to fig. 1-6, a cast-in-place concrete floor thickness control device comprises a cylindrical main body 1 made of concrete, wherein the cylindrical main body 1 is vertically arranged and internally provided with a steel bar net rack 2, two strip steel bars 3 which are vertically arranged at intervals are arranged in the cylindrical main body 1, two ends of the two strip steel bars 3 exceed the cylindrical main body 1, the midpoints of the length directions of the two strip steel bars 3 are all over the central axis of the cylindrical main body 1, the middle parts of the two strip steel bars 3 are all bound or welded with the steel bar net rack 2, at least two vertically arranged threaded sleeves 4 are embedded on the lower side of the cylindrical main body 1, the threaded sleeves 4 are vertically arranged, the lower sides of the threaded sleeves are open, the upper sides of the threaded sleeves are sealed, the lower ends of the sleeves are flush with the lower sides of the cylindrical main body 1, a cone 5 with the tips vertically downwards arranged is screwed on the lower side of the threaded sleeves 4, and through holes 51 which horizontally penetrate the cone 5 are arranged on the cone 5.
The cylindrical main body 1 is circumferentially provided with a plurality of annular grooves 11 which are arranged at intervals along the height direction.
The axial directions of the two strip-shaped steel bars 3 are mutually perpendicular.
The using method of the device comprises the following steps: install a plurality of this devices in the floor mould of waiting to pour for the bearing that two strip reinforcing bars 3 in this device correspond respectively is in two-layer reinforcing bar net 6 below, and the cone 5 of this device downside inserts in the downside template simultaneously and fixes a position, and the downside of this device is leaned on with downside template upside mutually, and a plurality of this devices are arranged in determinant in the floor mould of waiting to pour, reaches the effect of even atress, uses the height of this device to pour as the standard when the floor is pour, can stop pouring when the concrete height of pouring just with this device upside parallel and level, and the floor thickness of this moment is the target thickness of standard promptly. After the die is removed, a thin iron rod matched with the through hole 51 is inserted into the through hole 51 to rotationally remove the cone 5, and the cone is reused.
The device has the advantages that: this device is through the thickness standard of self height as concreting, compare in current mode, it is more directly perceived convenient, this device downside inserts in the template through the cone 5, the installation is stable, the bearing that two strip reinforcing bars 3 on this device correspond respectively in two-layer reinforcing bar net 6 below, and be determinant in the floor mould of waiting to pour and arrange, can effectively prevent reinforcing bar net 6 compressive deformation, built-in reinforcing bar net 2 plays the effect of reinforcing its self intensity in this device, this device is buried wherein after concreting, the cone 5 of its bottom adopts detachable threaded connection mode, can dismantle multiplexing after the form removal.
The annular groove 11 can allow concrete poured later to enter the annular groove, so that the device is better combined with the concrete poured later, and the overall structure of the floor slab is more stable.
The two strip steel bars 3 have mutually perpendicular axial directions, and can respectively support warps and wefts in the two layers of steel bar meshes 6, so that the stress is more uniform and stable.
Example two
Referring to fig. 7 again, a cast-in-place concrete floor thickness control device, including the cylindrical main part 1 of concrete material, cylindrical main part 1 vertically arrange and its inside be equipped with bar rack 2, be equipped with two upper and lower interval arrangement's strip reinforcing bar 3 in the cylindrical main part 1, the axis of cylindrical main part 1 is all crossed to the midpoint of two strip reinforcing bar 3 length direction that both ends of two strip reinforcing bars 3 all surpass cylindrical main part 1 and two strip reinforcing bar 3 length direction, the middle part of two strip reinforcing bar 3 all with bar rack 2 ligature or weld, the downside of cylindrical main part 1 inlays and is equipped with at least two screw sleeve 4 of vertical arrangement, screw sleeve 4 is vertical to be arranged, the downside is opened, the upside seals, sleeve lower extreme and cylindrical main part 1 downside parallel and level, screw sleeve 4 downside has the vertical downward cone 5 of arranging of pointed end, be equipped with the through-hole 51 that the level runs through cone 5 on the cone 5.
The cylindrical main body 1 is circumferentially provided with a plurality of annular grooves 11 which are arranged at intervals along the height direction.
The axial directions of the two strip-shaped steel bars 3 are parallel to each other.
Claims (3)
1. The utility model provides a cast in situ concrete floor thickness controlling means which characterized in that: including the cylindrical main part of concrete material, cylindrical main part vertically arrange and its inside be equipped with the reinforcing bar rack, be equipped with two upper and lower interval arrangement's strip reinforcing bars in the cylindrical main part, the axis of cylindrical main part is all crossed at the middle point of two strip reinforcing bar length direction that both ends of two strip reinforcing bars all surpass cylindrical main part and two strip reinforcing bar length direction, the middle part of two strip reinforcing bars all with reinforcing bar rack ligature or weld, the downside of cylindrical main part inlays and is equipped with two at least screw sleeve that vertically arrange, screw sleeve vertically arranges, the downside is uncovered, the upside seals, sleeve lower extreme and cylindrical main part downside parallel and level, screw sleeve downside has the cone that the pointed end vertically arranged downwards in the screw sleeve spin, be equipped with the through-hole that the level runs through the cone on the cone.
2. A cast-in-place concrete floor thickness control apparatus as defined in claim 1, wherein: the cylindrical main body is circumferentially provided with a plurality of annular grooves which are arranged at intervals along the height direction.
3. A cast-in-place concrete floor thickness control apparatus as defined in claim 1, wherein: the axial directions of the two strip-shaped steel bars are mutually perpendicular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310969911.4A CN116771127A (en) | 2023-08-01 | 2023-08-01 | Cast-in-place concrete floor thickness control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310969911.4A CN116771127A (en) | 2023-08-01 | 2023-08-01 | Cast-in-place concrete floor thickness control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116771127A true CN116771127A (en) | 2023-09-19 |
Family
ID=88008262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310969911.4A Pending CN116771127A (en) | 2023-08-01 | 2023-08-01 | Cast-in-place concrete floor thickness control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116771127A (en) |
-
2023
- 2023-08-01 CN CN202310969911.4A patent/CN116771127A/en active Pending
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