CN206110495U - Soldering split head - Google Patents
Soldering split head Download PDFInfo
- Publication number
- CN206110495U CN206110495U CN201621066913.4U CN201621066913U CN206110495U CN 206110495 U CN206110495 U CN 206110495U CN 201621066913 U CN201621066913 U CN 201621066913U CN 206110495 U CN206110495 U CN 206110495U
- Authority
- CN
- China
- Prior art keywords
- muscle
- split heads
- crossbeam
- short
- thickness control
- 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
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to the technical field of the construction, concretely relates to soldering split head. The utility model discloses a soldering split head, including two split heads legs and a crossbeam muscle, the split heads leg is the V -arrangement of inversion, two legs and feet packages of split heads leg are equipped with the rubber cap, the joining and the welding of crossbeam muscle of two legs and feet of split heads leg, the vertical welding in side of crossbeam muscle has the short muscle of the thick control of a board, the thickness sum of the top elevation of the short muscle of the thick control of board and the receipts face concrete waiting to pour equals to wait the top surface elevation of the floor concrete of pouring, the head of the short muscle of the thick control of board is equipped with strickles marker off, the top of the short muscle of the thick control of board is 3mm~8mm with the concrete slab upper surface apart from the size, the short muscle of the thick control of split heads leg, crossbeam muscle and board is the tertiary steel that the diameter was not less than 10mm. The utility model discloses a: the problem of there is the work progress in current concreting board when the control panel is thick slow and more complicated, and the measured data error is great is solved.
Description
Technical field
This utility model belongs to technical field of building construction, and in particular to one kind welding split heads.
Background technology
With going from strength to strength for construction business, the realm of building construction competition is more and more fierce, to cost in work progress
Control and the requirement of construction method are also improved constantly, and the requirement to reinforcing bar during the project acceptance inspection is also more and more stricter.And pass
The method of the control concrete thickness of slab of system mainly controls concrete slab using drawing horizontal line, plug in pricker method and concrete control box
Thickness, it is present, and work progress is slow and more complicated, the larger problem of error of measured data, so being badly in need of a kind of letter in construction technology
It is single quick, the technology of the control thickness of slab of low cost.
Utility model content
This utility model purpose is：A kind of welding split heads is aimed to provide, for solving existing casting concrete plate in control
Making sheet has that work progress is slow and more complicated when thick, the larger problem of error of measured data.
To realize above-mentioned technical purpose, the technical solution adopted in the utility model is as follows：
One kind welding split heads, including two split heads lower limbs and a crossbeam muscle, the split heads lower limb is in inverted V-arrangement, the horse
Two legs and feet bags of stool lower limb are provided with rubber cap, and joining and the crossbeam muscle of the legs and feet of split heads lower limb two are welded, the crossbeam muscle side
Vertically it is welded with the short muscle of strip thickness control, the top absolute altitude of the short muscle of the strip thickness control and the thickness of receipts surface concrete to be poured
Degree sum is equal to the top surface absolute altitude of floorslab concrete to be poured, and the head of the short muscle of the strip thickness control is provided with and strikes off marker,
The top of the short muscle of the strip thickness control and concrete slab upper surface are 3mm～8mm apart from size, the split heads lower limb, crossbeam muscle
Grade III steel of the diameter not less than 10mm is with the short muscle of strip thickness control.
Using the utility model of such scheme, workmen welds split heads lower limb and crossbeam muscle, then by a strip thickness control
Short muscle is welded on crossbeam muscle, the split heads Stability Analysis of Structures of composition, while the legs and feet in split heads lower limb are encased with rubber cap, it is ensured that coagulation
Reinforcing bar does not expose after the completion of soil is poured, and split heads material can adopt the steel scrap muscle in steel bar meter area to be made, and with low cost, change is useless
For treasured, install and strip thickness control is more convenient, quick, while can be with effective control floor flatness and floor height extreme difference, and energy
Carried out that the size of split heads is adjusted flexibly according to different thicknesss of slab, effectively reduce error, strip thickness control of constructing is had quite strong
Practical value and steel scrap muscle is used cost-effective.
Further limit, the top of the short muscle of the strip thickness control is 5mm apart from size with concrete slab upper surface, so
Structure design, be easy to workmen accurate can cover in the short muscle of split heads strip thickness control in concrete-face closure, it is ensured that no
Dew muscle.
Further limit, the distance between described two neighboring split heads lower limb size is 350mm, and such structure design has
Help the firm of split heads entirety.
Further limit, the short muscle of the strip thickness control is welded in the middle position of crossbeam muscle, such structure design, energy
Split heads center of gravity is enough balanced, Stability Analysis of Structures is made.
Further limit, the marker that strikes off is the skin of paint for smearing head, and such structure design can substantially allow
What workmen noticed strikes off marker, and workmen only need to strike off at the top of the short muscle of this strip thickness control, then ensure receipts face
The thickness of concrete can complete the control to plate body thickness.
Further limit, the split heads lower limb, crossbeam muscle and the short muscle of strip thickness control are the grade III steel that diameter is 10mm, so
Structure design, normal construction needs can be met, material has been saved again.
Description of the drawings
The nonlimiting examples that this utility model can be given by accompanying drawing are further illustrated；
Fig. 1 is a kind of structural representation of welding split heads embodiment of this utility model；
Fig. 2 is a kind of use state structural representation of welding split heads embodiment of this utility model；
Main element symbol description is as follows：
The short muscle 3 of split heads lower limb 1, crossbeam muscle 2, strip thickness control, strike off marker 31, rubber cap 4, receive surface concrete 5 and floor
Concrete 6.
Specific embodiment
In order that those skilled in the art may be better understood this utility model, it is right with reference to the accompanying drawings and examples
Technical solutions of the utility model are further illustrated.
As depicted in figs. 1 and 2, a kind of welding split heads of the present utility model, including two split heads lower limbs 1 and a crossbeam muscle 2,
Split heads lower limb 1 is in inverted V-arrangement, and two legs and feet bags of split heads lower limb 1 are provided with rubber cap 4, joining and the crossbeam muscle of 1 liang of legs and feet of split heads lower limb
2 welding, the side vertical of crossbeam muscle 2 is welded with the short muscle 3 of strip thickness control, the top absolute altitude of the short muscle 3 of strip thickness control with wait to pour
Receipts surface concrete 5 thickness sum be equal to floorslab concrete 6 to be poured top surface absolute altitude, the head of the short muscle 3 of strip thickness control
It is provided with and strikes off marker 31, the top of the short muscle 3 of strip thickness control and concrete slab upper surface is 3mm～8mm apart from size, split heads
The short muscle 3 of lower limb 1, crossbeam muscle 2 and strip thickness control is grade III steel of the diameter not less than 10mm.
It is preferred that the top of the short muscle 3 of strip thickness control is 5mm apart from size with concrete slab upper surface, such structure sets
Meter, is easy to workmen accurate to cover in the short muscle of split heads strip thickness control in concrete-face closure, it is ensured that not reveal muscle.It is actual
The top of the short muscle 3 of upper strip thickness control and concrete slab upper surface apart from size in 3mm～8mm, concrete condition construction
When determine.
It is preferred that the distance between two split heads lower limbs 1 of phase size is 350mm, such structure design contributes to split heads entirety
It is firm.Practical situation can specifically consider, it is pointed out that in order that Bars In Poured Concrete Slab is integrally consolidated, two neighboring split heads lower limb 1
The distance between size it is unsuitable excessive.
It is preferred that the short muscle 3 of strip thickness control is welded in the middle position of crossbeam muscle 2, such structure design can balance horse
Stool center of gravity, makes Stability Analysis of Structures.Actually concrete condition can determine in construction.
It is preferred that it is to smear the skin of paint of head to strike off marker 31, such structure design can substantially allow workmen
That what is noticed strikes off marker 31, and workmen only need to strike off at the top of the short muscle 3 of this strip thickness control, then ensures to receive surface concrete
5 thickness can complete the control to plate body thickness.Other difference structures are actually also designed to, when concrete condition is by constructing
Specifically determining.
It is preferred that the short muscle 3 of split heads lower limb 1, crossbeam muscle 2 and strip thickness control is the grade III steel that diameter is 10mm, such structure sets
Meter, can meet normal construction needs, and material has been saved again.Grade III steel of the diameter less than 10mm is actually also may be selected, is needed
It is to be noted that on the premise of specification is met, material-saving.
In the present embodiment, workmen welds split heads lower limb 1 with crossbeam muscle 2, then the short muscle 3 of strip thickness control is welded on
On crossbeam muscle 2, the split heads Stability Analysis of Structures of composition, while the legs and feet rubber cap 4 in split heads lower limb 1 is encased, it is ensured that concreting
After the completion of reinforcing bar do not expose, split heads material can adopt the steel scrap muscle in steel bar meter area be made, with low cost, turn waste into wealth,
Install and strip thickness control is more convenient, quick, while can be with effective control floor flatness and floor height extreme difference, and energy is not according to
Same thickness of slab carries out that the size of split heads is adjusted flexibly, and effectively reduces error, has great practicality to strip thickness control of constructing
It is worth and uses in steel scrap muscle cost-effective.
The merely exemplary explanation of above-described embodiment principle of the present utility model and its effect are new not for this practicality is limited
Type.Any person skilled in the art all can be carried out under without prejudice to spirit and the scope of the present utility model to above-described embodiment
Modifications and changes.Therefore, all those of ordinary skill in the art are without departing from the spirit disclosed in this utility model
All equivalent modifications or change with being completed under technological thought, should be covered by claim of the present utility model.
Claims (6)
- It is 1. a kind of to weld split heads, it is characterised in that：Including two split heads lower limbs (1) and a crossbeam muscle (2), the split heads lower limb (1) In inverted V-arrangement, two legs and feet bags of the split heads lower limb (1) are provided with rubber cap (4), the joining of the legs and feet of the split heads lower limb (1) two With crossbeam muscle (2) welding, crossbeam muscle (2) side vertical is welded with the short muscle (3) of strip thickness control, and the strip thickness control is short The top absolute altitude of muscle (3) is equal to the top of floorslab concrete (6) to be poured with the thickness sum of receipts surface concrete (5) to be poured Face absolute altitude, the head of the short muscle (3) of the strip thickness control is provided with and strikes off marker (31), the top of the short muscle (3) of the strip thickness control With concrete slab upper surface apart from size be 3mm～8mm, the split heads lower limb (1), crossbeam muscle (2) and the short muscle of strip thickness control (3) It is grade III steel of the diameter not less than 10mm.
- 2. one kind according to claim 1 welds split heads, it is characterised in that：The top of the short muscle (3) of the strip thickness control with Concrete slab upper surface apart from size be 5mm.
- 3. one kind according to claim 2 welds split heads, it is characterised in that：The distance between described two split heads lower limbs (1) Size is 350mm.
- 4. one kind according to claim 3 welds split heads, it is characterised in that：The short muscle (3) of the strip thickness control is welded in horizontal stroke The middle position of beam muscle (2).
- 5. one kind according to claim 4 welds split heads, it is characterised in that：The marker (31) that strikes off is to smear head Skin of paint.
- 6. one kind according to claim 5 welds split heads, it is characterised in that：The split heads lower limb (1), crossbeam muscle (2) and plate The short muscle (3) of thickness control is the grade III steel that diameter is 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621066913.4U CN206110495U (en) | 2016-09-20 | 2016-09-20 | Soldering split head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621066913.4U CN206110495U (en) | 2016-09-20 | 2016-09-20 | Soldering split head |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110495U true CN206110495U (en) | 2017-04-19 |
Family
ID=58520204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621066913.4U Expired - Fee Related CN206110495U (en) | 2016-09-20 | 2016-09-20 | Soldering split head |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110495U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056188A (en) * | 2019-03-22 | 2019-07-26 | 中铁二局集团有限公司 | A kind of construction method improving concrete slab surface evenness |
-
2016
- 2016-09-20 CN CN201621066913.4U patent/CN206110495U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056188A (en) * | 2019-03-22 | 2019-07-26 | 中铁二局集团有限公司 | A kind of construction method improving concrete slab surface evenness |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204781624U (en) | Floor elevation and roughness controlling means | |
| CN107803918A (en) | One kind experiment pours mould with adjustable beams of concrete | |
| CN206110495U (en) | Soldering split head | |
| CN107299764A (en) | A kind of concrete apparatus and construction method for being conveniently constructed the positioning of post cage bar | |
| CN205397881U (en) | Truss structure girder | |
| CN207958977U (en) | A kind of device to bind for bridge hollow pier | |
| CN202969732U (en) | Positioning device of upper reinforcement protective cover of cast-in-place slab | |
| CN203222998U (en) | Floor slab thickness controller | |
| CN206967697U (en) | A kind of prefabricated bilateral overlapping accurate process units of wall | |
| CN205975995U (en) | Cast -in -place concrete floor indent steel tube frame | |
| CN208056471U (en) | A kind of new reinforcing steel bar stirrup | |
| CN209429521U (en) | A kind of assembling type steel structure integrated floor concrete placings forming frock | |
| CN206309022U (en) | A kind of steel closed stair integral forming construction template | |
| CN207017652U (en) | A kind of wet joint template dismounting construction tool | |
| CN209512722U (en) | A kind of floor concreting measurer for thickness | |
| CN208473287U (en) | New type formwork | |
| CN209429562U (en) | A kind of floor bar concrete construction mold controller having enough to meet the need | |
| CN208280126U (en) | The leaf pier shaft steel reinforcement cage positioning device of crape myrtle | |
| CN206888536U (en) | One kind can have enough to meet the need split heads | |
| CN202745393U (en) | Device for controlling distance of stirrups | |
| CN205421728U (en) | Simple and easy type split heads | |
| CN206233585U (en) | Pouring thickness of concrete floor detection means | |
| CN208981791U (en) | A kind of construction foot prop | |
| CN202706566U (en) | Positioning steel rib for controlling thickness of floor board | |
| CN206957064U (en) | A kind of reinforced concrete floor top bars positioner |
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: 20170419 Termination date: 20170920 |