CN210013489U - Three-in-one plate thickness controller - Google Patents

Three-in-one plate thickness controller Download PDF

Info

Publication number
CN210013489U
CN210013489U CN201920658306.4U CN201920658306U CN210013489U CN 210013489 U CN210013489 U CN 210013489U CN 201920658306 U CN201920658306 U CN 201920658306U CN 210013489 U CN210013489 U CN 210013489U
Authority
CN
China
Prior art keywords
board
thickness
reinforcing bar
plate
bar thickness
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
Application number
CN201920658306.4U
Other languages
Chinese (zh)
Inventor
何玉兰
闫家志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Shanjian Construction Co Ltd
Original Assignee
Guangdong Shanjian Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong Shanjian Construction Co Ltd filed Critical Guangdong Shanjian Construction Co Ltd
Priority to CN201920658306.4U priority Critical patent/CN210013489U/en
Application granted granted Critical
Publication of CN210013489U publication Critical patent/CN210013489U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model relates to a building engineering appurtenance field, more specifically say, it relates to a controller is thick to trinity board, and its technical scheme main points are: including reinforcing bar thickness board, face reinforcing bar thickness board and thick control post at the bottom of the board, reinforcing bar thickness board level is fixed at the upper surface of pouring the template at the bottom of the board, the vertical upper surface of fixing at reinforcing bar thickness board at the bottom of the board of thick control post, face reinforcing bar thickness board level cover is established and is fixed on thick control post, reinforcing bar thickness board upper surface supplies the downside reinforcing bar to place at the bottom of the board, face reinforcing bar thickness board upper surface supplies the upside reinforcing bar to place. The utility model discloses a thick controller of trinity board has the advantage that improves and pour floor thickness precision.

Description

Three-in-one plate thickness controller
Technical Field
The utility model relates to a building engineering appurtenance field, more specifically say, it relates to a controller is thick to trinity board.
Background
At present, in a building site, the thickness of a steel bar protection layer of a floor slab and the thickness of concrete of the floor slab are an industrial problem, and the problem cannot be well solved all the time.
In the prior art, a method for controlling the thickness of floor concrete generally adopts a stay wire method, namely a structure elevation control line is marked on a column rib by red paint, and the elevation of a concrete pouring finish surface is measured by marking the stay wire through the elevation control line. The method is simple, direct and clear, whether the plate thickness has errors can be seen at a glance, but the plate thickness control method has great hidden danger after actual measurement and analysis. After concrete pouring is finished, the plate bottom template can be found to have some small and large deviations, and the condition that the plate surface which looks flat is unqualified due to the influence of the plate bottom template is directly caused. In addition, the vertical reinforcing bar of post can produce less off normal etc. under the condition that outside construction influence when the construction, finally leads to the elevation control line inaccurate, the lead wire rocks the adverse effect such as, and this directly leads to the board thickness control to appear the deviation, can't reach the expectation effect.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a thick controller of trinity board has the advantage that improves and pour floor thickness precision.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a controller is thick to trinity board, includes at the bottom of the board reinforcing bar thickness board, face reinforcing bar thickness board and thick control post, at the bottom of the board reinforcing bar thickness board level is fixed at the upper surface of pouring the template, the vertical upper surface of fixing at the bottom of the board reinforcing bar thickness board of thick control post, face reinforcing bar thickness board level cover is established and is fixed on thick control post, at the bottom of the board reinforcing bar thickness board upper surface supplies the downside reinforcing bar to place, face reinforcing bar thickness board upper surface supplies the upside reinforcing bar to place.
Through adopting above-mentioned technical scheme, place the upper surface at the template of pouring at the bottom of the board reinforcing bar thickness board and fix, and place the upper surface at the bottom of the board reinforcing bar thickness board with the downside reinforcing bar on the steel reinforcement frame, and the upside reinforcing bar is placed on face reinforcing bar thickness board, the thickness of protective layer between downside reinforcing bar and the concrete is controlled through the thickness of board bottom reinforcing bar thickness board, and the thickness of protective layer between distance control upside reinforcing bar and the concrete through face reinforcing bar thickness board to the board thickness control post upper end, and the whole thickness of concreting floor slab of height control through the board thickness control post.
The utility model discloses further set up to: and the plate bottom steel bar thickness plate is fixed on the pouring template through screws.
Through adopting above-mentioned technical scheme, the fixing that the bottom of the plate reinforcing bar thickness board can be stable through the screw is on pouring the template to reduce bottom of the plate reinforcing bar thickness board and take place the skew at the concrete floor in-process of pouring.
The utility model discloses further set up to: and the upper surface of the bottom steel bar thickness plate is provided with a groove for placing the lower steel bar.
Through adopting above-mentioned technical scheme, the reinforcing bar inlays and puts in the caulking groove on the reinforcing bar thickness board at the bottom of the board, improves the stability that the reinforcing bar was placed.
The utility model discloses further set up to: the caulking grooves are arranged at equal intervals.
Through adopting above-mentioned technical scheme, set up the reinforcing bar that a plurality of caulking grooves can the different distances of adaptation and place to improve the suitability of reinforcing bar thickness board at the bottom of the board.
The utility model discloses further set up to: and a plurality of reinforcing ribs are vertically arranged on the circumferential side wall of the plate thickness control column.
Through adopting above-mentioned technical scheme, set up the strengthening rib in thick control post circumference, when improving the structural strength of thick control post, when concreting, can improve the pre-buried stability of thick control post.
The utility model discloses further set up to: the upper end of the plate thickness control column is horizontally provided with an inclined strut base, the upper end of the plate thickness control column is provided with a threaded hole, and the inclined strut base is in threaded connection with the threaded hole of the plate thickness control column through a bolt.
Through adopting above-mentioned technical scheme, after the concrete floor poured, the thick control post of board was pre-buried on concrete floor, and the bracing base passes through the screw rod to be fixed on thick control post of board to reduce the destruction to concrete floor.
The utility model discloses further set up to: the threaded hole is in threaded connection with a protective cover.
Through adopting above-mentioned technical scheme, the screw hole on the thick control post of board is protected through the visor, and when avoiding concrete placement, the concrete enters into the screw hole, influences the fixed mounting of bracing base.
To sum up, the utility model discloses following beneficial effect has:
firstly, a bottom steel bar thickness plate is placed on the upper surface of a pouring template to be fixed, lower steel bars on a steel bar frame are placed on the upper surface of the bottom steel bar thickness plate, upper steel bars are placed on a surface steel bar thickness plate, the thickness of a protective layer between the lower steel bars and concrete is controlled through the thickness of the bottom steel bar thickness plate, the thickness of the protective layer between the upper steel bars and the concrete is controlled through the distance from the surface steel bar thickness plate to the upper end of a plate thickness control column, and the thickness of the whole pouring concrete floor plate is controlled through the height of the plate thickness control column;
secondly, after the concrete floor is poured, the plate thickness control column is pre-embedded on the concrete floor, and the inclined strut base is fixed on the plate thickness control column through a screw rod, so that damage to the concrete floor is reduced.
Drawings
FIG. 1 is a schematic diagram showing an exploded structure of a protective cover and a panel thickness controller according to the present embodiment;
fig. 2 is a schematic view of an installation structure of the plate thickness controller and the bracing base in this embodiment.
In the figure: 1. a slab bottom steel bar thickness slab; 2. a steel bar thickness plate is arranged on the plate surface; 3. a plate thickness control column; 4. caulking grooves; 5. reinforcing ribs; 6. a diagonal bracing base; 7. a threaded hole; 8. a protective cover.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples.
The utility model provides a controller is thick to trinity board, as shown in fig. 1, including board bottom reinforcing bar thickness board 1, face reinforcing bar thickness board 2 and thick control post 3 of board, board bottom reinforcing bar thickness board 1 is used for the level to fix the upper surface at the template of pouring, 3 vertical upper surfaces of fixing at board bottom reinforcing bar thickness board 1 of thick control post, 2 horizontal covers of face reinforcing bar thickness board are established and are fixed on thick control post 3, reinforcing bar thickness board 1 at the bottom of the board in this embodiment, 3 integrated into one piece of face reinforcing bar thickness board 2 and thick control post, 1 upper surface of board bottom reinforcing bar thickness board supplies the downside reinforcing bar to place, 2 upper surfaces of face reinforcing bar thickness board supply the upside reinforcing bar to place. Place at the bottom of the board reinforcing bar thickness board 1 and fix at the upper surface of pouring the template, and place the upper surface at bottom of the board reinforcing bar thickness board 1 with the downside reinforcing bar on the steel reinforcement frame, and the upside reinforcing bar is placed on face reinforcing bar thickness board 2, the thickness of protective layer between downside reinforcing bar and the concrete is controlled to the thickness through reinforcing bar thickness board 1 at the bottom of the board, and through the thickness of protective layer between face reinforcing bar thickness board 2 to the distance control upside reinforcing bar of 3 upper ends of board thickness control post and the concrete, and the whole thickness of concreting floor slab of height control through board thickness control post 3.
As shown in fig. 1, the slab bottom steel bar thickness slab 1 is fixed on the casting formwork through screws, and the slab bottom steel bar thickness slab 1 can be stably fixed on the casting formwork through screws, so that the slab bottom steel bar thickness slab 1 is reduced from deviating in the process of casting a concrete floor. In other embodiments the bottom rebar thickness plate 1 may be secured by gluing.
As shown in fig. 1, the upper surface of the bottom steel bar thickness plate 1 is provided with a caulking groove 4 for placing the lower steel bar, and the steel bar is embedded in the caulking groove 4 on the bottom steel bar thickness plate 1, so that the stability of placing the steel bar is improved. And 4 equidistances of caulking groove have been seted up a plurality ofly, set up the reinforcing bar that a plurality of caulking grooves 4 can the different distances of adaptation and place to improve the suitability of reinforcing bar thickness board 1 at the bottom of the board. And the circumferential side wall of the plate thickness control column 3 is vertically provided with a plurality of reinforcing ribs 5, the reinforcing ribs 5 are arranged in the circumferential direction of the plate thickness control column 3, the structural strength of the plate thickness control column 3 is improved, and the pre-buried stability of the plate thickness control column 3 can be improved when concrete is poured.
As shown in fig. 2, an inclined strut base 6 is horizontally placed at the upper end of the plate thickness control column 3, a threaded hole 7 is formed in the upper end of the plate thickness control column 3, and the inclined strut base 6 is in threaded connection with the threaded hole 7 of the plate thickness control column 3 through a bolt. After the concrete floor is poured, the plate thickness control column 3 is pre-embedded on the concrete floor, and the inclined strut base 6 is fixed on the plate thickness control column 3 through a screw rod, so that damage to the concrete floor is reduced. The plate thickness controllers are uniformly distributed on the pouring template, and in order to increase the installation stability of the inclined strut base 6, two ends of the inclined strut base 6 are respectively fixed on two adjacent plate thickness control columns 3 through bolts.
As shown in fig. 1, in order to protect the threaded hole 7 in the plate thickness control column 3 and prevent concrete from entering the threaded hole 7 during concrete pouring and affecting the fixed mounting of the sprag base 6, the threaded hole 7 is screwed with the protective cover 8.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (7)

1. A three-in-one plate thickness controller is characterized in that: including board end reinforcing bar thickness board (1), face reinforcing bar thickness board (2) and thick control post (3), board end reinforcing bar thickness board (1) level is fixed at the upper surface of pouring the template, the vertical upper surface of fixing at board end reinforcing bar thickness board (1) of thick control post (3), face reinforcing bar thickness board (2) level cover is established and is fixed on thick control post (3), board end reinforcing bar thickness board (1) upper surface supplies the downside reinforcing bar to place, face reinforcing bar thickness board (2) upper surface supplies the upside reinforcing bar to place.
2. A triple panel thickness controller in accordance with claim 1 wherein: the slab bottom steel bar thickness slab (1) is fixed on the pouring template through screws.
3. A triple panel thickness controller in accordance with claim 1 wherein: and the upper surface of the plate bottom steel bar thickness plate (1) is provided with a steel bar placing caulking groove (4) for the lower side.
4. A triple panel thickness controller according to claim 3 wherein: the caulking grooves (4) are arranged at equal intervals.
5. A triple panel thickness controller in accordance with claim 1 wherein: the circumferential side wall of the plate thickness control column (3) is vertically provided with a plurality of reinforcing ribs (5).
6. A triple panel thickness controller in accordance with claim 1 wherein: the upper end of the plate thickness control column (3) is horizontally provided with an inclined strut base (6), the upper end of the plate thickness control column (3) is provided with a threaded hole (7), and the inclined strut base (6) is in threaded connection with the threaded hole (7) of the plate thickness control column (3) through a bolt.
7. A triple panel thickness controller according to claim 6 wherein: the threaded hole (7) is in threaded connection with a protective cover (8).
CN201920658306.4U 2019-05-08 2019-05-08 Three-in-one plate thickness controller Active CN210013489U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920658306.4U CN210013489U (en) 2019-05-08 2019-05-08 Three-in-one plate thickness controller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920658306.4U CN210013489U (en) 2019-05-08 2019-05-08 Three-in-one plate thickness controller

Publications (1)

Publication Number Publication Date
CN210013489U true CN210013489U (en) 2020-02-04

Family

ID=69316556

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920658306.4U Active CN210013489U (en) 2019-05-08 2019-05-08 Three-in-one plate thickness controller

Country Status (1)

Country Link
CN (1) CN210013489U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961246A (en) * 2022-06-08 2022-08-30 中建三局集团有限公司 Variable fixing device of aluminum mould diagonal brace base

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114961246A (en) * 2022-06-08 2022-08-30 中建三局集团有限公司 Variable fixing device of aluminum mould diagonal brace base

Similar Documents

Publication Publication Date Title
CN113931446B (en) Construction method of one-time pouring bay window formwork erecting structure
CN201535064U (en) Template for buildings
KR101274481B1 (en) Pre-embedded anchor frame equipped with coupler and anchoring method of steel column thereof
CN209099382U (en) A kind of pier foundation embedding anchor bolts auxiliary device and pier foundation
CN210013489U (en) Three-in-one plate thickness controller
CN111206768B (en) Light beam plate structure platform and construction method thereof
CN106702907A (en) Bridge guardrail base adjustable flange plate construction method
MXPA06003044A (en) Device for aligning modular centres in concrete walls, and alignment method.
CN207761334U (en) A kind of adjustable late poured band support device
CN106013803A (en) Installing process of aluminum formwork
CN205421321U (en) Precast reinforced concrete base
CN111042594B (en) Construction process of elevator foundation at post-cast strip position of garage top plate settlement
CN215055273U (en) A assembled template for installing support bracket embedded box
CN213358957U (en) Foundation embedded part structure
CN208455954U (en) A kind of turnover essence control tightening component
CN208280126U (en) The leaf pier shaft steel reinforcement cage positioning device of crape myrtle
CN209760786U (en) instrumentization support system for controlling precision of two-dimensional component
CN102155097A (en) Locating device for installing large embedded member of concrete wall and installing method thereof
CN207348605U (en) A kind of enclosure structure
CN211974358U (en) Device for improving perpendicularity of wall and column formwork
CN218373356U (en) Quick accurate positioner of bridge anticollision wall built-in fitting
CN112212135A (en) Horizontal adjustable supporting structure of counter-force pedestal loading hole module and construction method thereof
CN221143062U (en) Prefabricated wall installation elevation controlling means that takes one's place
CN213062994U (en) Assembled structure hidden column area positioning steel plate
JP2011069063A (en) Bowl base plate

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant