CN204781624U - Floor elevation and roughness controlling means - Google Patents

Floor elevation and roughness controlling means Download PDF

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Publication number
CN204781624U
CN204781624U CN201520432700.8U CN201520432700U CN204781624U CN 204781624 U CN204781624 U CN 204781624U CN 201520432700 U CN201520432700 U CN 201520432700U CN 204781624 U CN204781624 U CN 204781624U
Authority
CN
China
Prior art keywords
concrete
split heads
reinforcing bar
floor
concrete split
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.)
Expired - Fee Related
Application number
CN201520432700.8U
Other languages
Chinese (zh)
Inventor
张夏林
赵济生
黄红政
黄宏民
周建新
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.)
Tian Run Construction And Installation Co Ltd Of Taixing City
Zhong Xing Construction Co Ltd
Original Assignee
Tian Run Construction And Installation Co Ltd Of Taixing City
Zhong Xing 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 Tian Run Construction And Installation Co Ltd Of Taixing City, Zhong Xing Construction Co Ltd filed Critical Tian Run Construction And Installation Co Ltd Of Taixing City
Priority to CN201520432700.8U priority Critical patent/CN204781624U/en
Application granted granted Critical
Publication of CN204781624U publication Critical patent/CN204781624U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a floor elevation and roughness controlling means, pour the upper and lower atress reinforcing bar in the template including locating the concrete floor, the interval is equipped with a plurality of concrete split headss in its characterized in that template, and each concrete split heads top surface is equipped with and supports the ascending upper groove of notch of going up the atress reinforcing bar, and the bottom surface is equipped with the decurrent low groove of the notch that blocks down on the atress reinforcing bar, still is equipped with vertical sighting rod on the concrete split heads. Vertical sighting rod through on the concrete split heads carries out the height index, makes level, has solved the complex operation that welding reinforcing bar sighting rod brought, has influenced reinforcing bar quality scheduling problem, gives the operational environment of a no light pollution of constructor. With the traditional reinforcing bar split heads of concrete split heads replacement, both saved steel, can pass through its rigid support, the concrete cover thickness of atress reinforcing bar on the effective control again.

Description

A kind of floor absolute altitude and planeness control device
Technical field
The utility model relates to a kind of control device, particularly a kind of floor absolute altitude and planeness control device, belongs to building surveying apparatus design and manufacturing technology field.
Background technology
In building engineering construction, control cast-in-situ steel reinforced concrete flooring absolute altitude is an important construction technology, and it will directly affect the qualitative problems of construction caused because slab thickness is not up to standard.Traditional construction welds vertical reinforcing rod on floor steel bar stress, then measure flooring absolute altitude with level gauge, and then on reinforcing rod, levelling draws elevation line.This practice construction is loaded down with trivial details, needs the artificial electric welding machine that uses to carry out Site Welding.And easily making floor steel bar stress occur stinging meat phenomenon during welding, the light pollution simultaneously produced during welding, also easily stimulates the eyes of constructor around.In addition; traditional steel bar horse-shaped bench is converted into " several " font with reinforcing bar; steel bar stress in floor inner support; but because " several " font steel bar horse-shaped bench rigidity is poor; easily be out of shape by External Force Acting and form surface of subsidence in concrete casting, being finally difficult to the thickness of concrete cover controlling steel bar stress.Therefore be necessary to be improved prior art.
Summary of the invention
For solve existing concrete flooring build time, use traditional Site Welding spacer bars, and bring complex operation step, and cause the problems such as harmful effect to surrounding people and reinforcing bar, the utility model provides a kind of floor absolute altitude and planeness control device.
The utility model is completed by following technical proposal: a kind of floor absolute altitude and planeness control device, comprise that to be located on concrete floor formwork for placing upper, lower stress reinforcing bar, it is characterized in that template being interval with multiple concrete split heads, each concrete split heads end face is provided with the notch upper groove upwards supporting upper steel bar stress, bottom surface is provided with the downward low groove of the notch blocked on lower stress reinforcing bar, concrete split heads is also provided with vertical marker post, to carry out concrete floor absolute altitude by the vertical marker post on concrete split heads to determine and levelling, without the need to carrying out Site Welding, simply, convenient, safety, simultaneously by the rigid support of concrete split heads, effectively can control the thickness of concrete cover of steel bar stress.
Described concrete split heads side arranges bar shaped keyway, to increase the adhesion with concrete floor, ensures concrete floor quality, prevents flooring from producing crack.
Described concrete split heads is set to the prismatoid that top is little, bottom is large, to increase stability.
Described vertical marker post is threaded rod, and the lower end of this threaded rod is placed in concrete split heads top, and upper end upwards extends, and on threaded rod, be provided with floor absolute altitude control mark, and marks with this and determine concrete building plate height.
The utility model has following advantages and effect: adopt such scheme, template easily before floor is built can place concrete split heads in interval, and support upper steel bar stress with the upper groove of concrete split heads end face, the low groove of bottom surface is stuck on lower stress reinforcing bar, and the vertical marker post upper end on concrete split heads upwards extends, to carry out the number of altitude, levelling when watering floor concrete by vertical marker post.Fundamentally solve traditional Site Welding reinforcing bar mark post to bring complex operation step, affect steel bar quality, cause reinforcing bar to sting the problems such as meat, create the working environment that does not have light pollution to constructor.Replace traditional steel bar horse-shaped bench with this concrete split heads, can not only save steel, what is more important to the rigid support of upper steel bar stress, effectively can control the thickness of concrete cover of steel bar stress by concrete split heads.The utility model is simple, convenient, safe, reliable, and saves steel, decreasing pollution, and construction civilization is a desirable mark for building in fact.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A figure of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further, and the accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
The floor absolute altitude that the utility model provides and planeness control device, comprise and be located at upper steel bar stress 4 on concrete floor formwork for placing 1 and lower stress reinforcing bar 3, concrete floor formwork for placing 1 is interval with multiple concrete split heads 2, the thickness of the height=slab thickness-upper steel bar stress concrete cover of each concrete split heads 2, bar shaped keyway 21 is provided with in each concrete split heads 2 two sides, to increase the adhesion with concrete floor 5, ensure concrete floor quality, prevent flooring from producing crack, each concrete split heads 2 end face is provided with the notch upper groove 23 upwards supporting upper steel bar stress 4, be used for controlling the thickness of concrete cover of steel bar stress 4, bottom surface is provided with the downward low groove 24 of the notch be stuck on lower stress reinforcing bar 3, each concrete split heads 2 is also provided with vertical marker post 22.Described concrete split heads 2 is set to the prismatoid that top is little, bottom is large, to increase stability; Described vertical marker post 22 is threaded rod, and the lower end of this threaded rod is placed in concrete split heads 2 top, and upper end upwards extends, and on threaded rod, be provided with floor absolute altitude control mark, and the height of the upper surface 6 determining concrete floor 5 is marked with this, facilitate levelling simultaneously, control flooring planeness.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all in spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.

Claims (4)

1. a floor absolute altitude and planeness control device, comprise the upper and lower steel bar stress be located on concrete floor formwork for placing, it is characterized in that template being interval with multiple concrete split heads, each concrete split heads end face is provided with the notch upper groove upwards supporting upper steel bar stress, bottom surface is provided with the downward low groove of the notch blocked on lower stress reinforcing bar, and concrete split heads is also provided with vertical marker post.
2. floor absolute altitude according to claim 1 and planeness control device, is characterized in that described concrete split heads side arranges bar shaped keyway.
3. floor absolute altitude according to claim 1 and planeness control device, is characterized in that described concrete split heads is set to the prismatoid that top is little, bottom is large.
4. floor absolute altitude according to claim 1 and planeness control device, is characterized in that described vertical marker post is threaded rod, and the lower end of this threaded rod is placed in concrete split heads top, and upper end upwards extends, and threaded rod is provided with floor absolute altitude control mark.
CN201520432700.8U 2015-06-23 2015-06-23 Floor elevation and roughness controlling means Expired - Fee Related CN204781624U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520432700.8U CN204781624U (en) 2015-06-23 2015-06-23 Floor elevation and roughness controlling means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520432700.8U CN204781624U (en) 2015-06-23 2015-06-23 Floor elevation and roughness controlling means

Publications (1)

Publication Number Publication Date
CN204781624U true CN204781624U (en) 2015-11-18

Family

ID=54521696

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520432700.8U Expired - Fee Related CN204781624U (en) 2015-06-23 2015-06-23 Floor elevation and roughness controlling means

Country Status (1)

Country Link
CN (1) CN204781624U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569276A (en) * 2015-12-17 2016-05-11 江苏南通三建集团有限公司 Construction method capable of achieving double control on thickness of cast-in-situ concrete plate
CN108661246A (en) * 2017-03-29 2018-10-16 五冶集团上海有限公司 A kind of multi-functional precast concrete block
CN109025312A (en) * 2018-08-02 2018-12-18 中国十七冶集团有限公司 A kind of multi-functional floor leveling unit and construction method
CN110541522A (en) * 2019-07-26 2019-12-06 广西建工集团建筑工程总承包有限公司 Construction method for monitoring thickness of floor slab negative reinforcement protective layer

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569276A (en) * 2015-12-17 2016-05-11 江苏南通三建集团有限公司 Construction method capable of achieving double control on thickness of cast-in-situ concrete plate
CN108661246A (en) * 2017-03-29 2018-10-16 五冶集团上海有限公司 A kind of multi-functional precast concrete block
CN109025312A (en) * 2018-08-02 2018-12-18 中国十七冶集团有限公司 A kind of multi-functional floor leveling unit and construction method
CN110541522A (en) * 2019-07-26 2019-12-06 广西建工集团建筑工程总承包有限公司 Construction method for monitoring thickness of floor slab negative reinforcement protective layer

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151118

Termination date: 20200623