CN205206351U - Special split heads of big terrace - Google Patents
Special split heads of big terrace Download PDFInfo
- Publication number
- CN205206351U CN205206351U CN201520913137.6U CN201520913137U CN205206351U CN 205206351 U CN205206351 U CN 205206351U CN 201520913137 U CN201520913137 U CN 201520913137U CN 205206351 U CN205206351 U CN 205206351U
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- split heads
- terrace
- horizontal support
- special split
- leg member
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- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 23
- 239000000463 material Substances 0.000 abstract description 8
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000005476 soldering Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
The utility model relates to a special split heads of big terrace belongs to construction technical field for solve traditional split heads cooperation reinforcement, need a large amount of manual work, the unable problem that satisfies mechanized flowing water construction. This special split heads of big terrace, including horizontal support component and a plurality of landing leg component, a plurality of landing leg component intervals rigid coupling in the bottom of horizontal support component, and it is perpendicular with the horizontal axis of horizontal support component. This special split heads of big terrace simple structure is firm, and the wholeness is high with stability, and the dismantlement equipment is convenient, repeatedly usable, and it needs a large amount of manual work both to have solved traditional split heads, can't satisfy mechanical construction's problem, can repeatedly have enough to meet the need again, has saved the material, has effectively reduced construction cost, has better spreading value.
Description
Technical field
The utility model relates to technical field of building construction, particularly the special split heads of the large terrace of one.
Background technology
Along with the development of builing industry and people live the demand that variation selects, in architectural design, the demand of large space constantly increases.But large terrace difficulty of construction is large, and quality is wayward.At present, large method for constructing terrace mainly comprises following two kinds:
One is manually vibrate, and its shortcoming has a large amount of trampling to reinforcing bar, and long construction period.
Two is assembling reinforcements, and it adopts split heads to fix top plate reinforcing bar, and split heads is installed in the middle of upper and lower two-ply reinforcing bar, thus solves the problem of trampling in a large number reinforcing bar.But owing to needing to install a large amount of split heads, cause efficiency of construction low.And traditional "Ji" type split heads coordinates reinforcing bar binding, needs a large amount of manual work, cannot meet the needs of mechanization cross construction.
Therefore, how coordinate at traditional split heads on the basis of reinforcing bar binding and be optimized, provide a kind of safer, efficiency of construction is high, meeting the large terrace constructure scheme of main equipment streamlined construction, is the technical problem that those skilled in the art need solution badly.
Utility model content
The purpose of this utility model is to provide a kind of large special split heads of terrace, needing a large amount of manual work to cause efficiency of construction low to install a large amount of split heads, cannot meet the problem of mechanization cross construction needs for solving traditional assembling reinforcement.
For solving the problems of the technologies described above, the technical solution of the utility model is as follows:
A kind of large special split heads of terrace, for the some large terrace reinforced mesh of integral erection, described large terrace reinforced mesh is held on the top of some described split heads, described split heads comprises horizontal support elements and some leg members, some described leg member intervals are fixed in the bottom of described horizontal support elements, and with the horizontal axis orthogonal of described horizontal support elements.
Further, described leg member is in " eight " font.
Further, two limits of described leg member in " eight " font are welded to connect.
Further, some described leg members spaced set in the horizontal direction.
Further, the level interval between adjacent two described leg members is 1000mm ~ 1500mm.
Further, the vertical height of described leg member is 170mm ~ 200mm.
Further, the length of described large terrace reinforced mesh is 8m, and wide is 3.3m.
Further, described horizontal support elements and described leg member form by reinforcement fabrication.
Further, the reinforcing bar for making described horizontal support elements is identical with the bar diameter for making described leg member.
Further, described large terrace reinforced mesh is supporting arranges three described split heads.
Compared with prior art, the technique effect that the utility model is useful is: the special split heads of large terrace that the utility model provides, comprise horizontal support elements and some leg members, some leg member intervals are fixed in the bottom of horizontal support elements, and with the horizontal axis orthogonal of horizontal support elements.Without the need to bending when the special split heads of this large terrace makes, only need leg member and horizontal support elements to be welded to connect.Globality and the stability of the special split heads of this large terrace are high, can meet the mechanization cross construction of large terrace reinforced mesh.This large terrace special split heads structure is simply firm, disassembly and assembly are convenient, stability and safety, reusable, both having solved traditional split heads needs a large amount of manual work, cannot meet the problem of mechanized construction, turnover can be repeated again, save material, effectively reduce construction cost, there is good promotional value.
Accompanying drawing explanation
Fig. 1 is the structural representation of the special split heads of the large terrace of the utility model one embodiment;
Fig. 2 is the floor map of the special split heads of the large terrace of the utility model one embodiment;
Fig. 3 is the A-A sectional view of Fig. 2.
In figure:
1-split heads, 11-horizontal support elements, 12-leg member; The large terrace reinforced mesh of 2-.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the special split heads of large terrace that the utility model proposes is described in further detail.According to the following describes, advantage of the present utility model and feature will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.For sake of convenience, hereinafter described " on ", D score is consistent with the upper and lower direction of accompanying drawing, but this can not become the restriction of technical solutions of the utility model.
The structure composition of the special split heads of large terrace of the present utility model is described in detail below in conjunction with Fig. 1 to Fig. 3.
Embodiment one
The present embodiment is described special split heads for the large floor construction of nearly 80,000 square metres of a certain terrace area.As shown in Figure 1 to Figure 3, a kind of large special split heads 1 of terrace, for the some large terrace reinforced mesh 2 of integral erection, large terrace reinforced mesh 2 is held on the top of some split heads 1.Split heads 1 comprises horizontal support elements 11 and some leg members 12, and some leg member 12 intervals are fixed in the bottom of horizontal support elements 11, and with the horizontal axis orthogonal of horizontal support elements 11.
Specifically, when constructing large terrace, in order to improve efficiency of construction, realizing the cross construction under mechanization condition, first becoming to meet the welded reinforcement mesh sheet of parting seam size by reinforcement fabrication, then carrying out the laying construction of reinforced mesh at the scene.Parting seam, when being in order to ground rigid waterproofing, avoids the material such as cement cracking and the seam that artificially divides.Parting seam is mainly used in large area concreting terrace, namely the place such as factory building, warehouse.In order to coordinate the laying construction of reinforced mesh, the utility model provides a kind of without the need to colligation, few to split heads quantity demand, the special split heads that make efficiency is high.Large terrace reinforced mesh is held on the top of split heads, facilitates workman to lay according to parting seam size.Split heads comprises horizontal support elements and is fixed in some leg members of its bottom.Arranging leg member can prevent split heads from toppling over, and can also meet the force request of split heads bearing bar mesh sheet.Compared with traditional "Ji" type split heads; the split heads that the present embodiment provides is without the need to bending; horizontal support elements and leg member is only needed to be welded to connect; and greatly reduce the consumption of split heads; its globality and good stability; can the concrete protective layer thickness of strict guarantee, improve the efficiency of site machineryization construction.Due to without the need to assembling reinforcement, save a large amount of manpowers.
Further, in order to ensure the stability of split heads 1, leg member 12 is in " eight " font.Two limits of leg member 12 in " eight " font are welded to connect.Like this, the strength and stability of split heads can be ensured.Certainly, in order to improve the stability of split heads 1 further, save material, some leg members 12 spaced set in the horizontal direction simultaneously.That is, the bottom of horizontal support elements 11 arranges a leg member 12 at spacing intervals.Such as, the level interval between adjacent two leg members 12 is 1000mm ~ 1500mm.
Certainly, according to the vertical height of the vertical spacing determination leg member 12 of large terrace upper and lower two-ply reinforcing bar.And the soldering angle on two limits of leg member 12 in " eight " font can be determined according to the vertical height of leg member 12.Alternatively, the vertical height of leg member 12 is 170mm ~ 200mm.
Especially, according to job specfication and stability under loading, single large terrace reinforced mesh 2 is of a size of: long * is wide is 8m*3.3m, and namely long is 8m, and wide is 3.3m.According to force request, large terrace reinforced mesh 2 is supporting arranges three split heads 1.
In order to save material further, the reinforcing bar clout of job site can be selected to make split heads 1.That is, choose the longer waste steel bar of length as horizontal support elements 11, choose shorter reinforcing bar as leg member 12, according to the length compared with bar dowel, coordinate the soldering angle with longer reinforcing bar, the vertical height of adjustment leg member 12, makes full use of job site material, without the need to unnecessary processing.In order to draw materials conveniently, the reinforcing bar for production technique supporting member 11 is identical with the bar diameter for making leg member 12.Certainly, the diameter of aforementioned two kinds of reinforcing bars also can be different, as long as meet stability and the force request of split heads.
In sum, the special split heads of large terrace of the present utility model, comprise horizontal support elements and some leg members, some leg member intervals are fixed in the bottom of horizontal support elements, and with the horizontal axis orthogonal of horizontal support elements.Without the need to bending when the special split heads of this large terrace makes, only need leg member and horizontal support elements to be welded to connect, and leg member, in " eight " font structure, improves the stability of split heads; A horizontal support elements is welded to connect the structure of multiple leg member, ensure that the globality of split heads, thus can ensure concrete protective layer thickness.This large terrace special split heads structure is simply firm, globality and stability high, easy to process, economize on resources, both having solved traditional split heads needs a large amount of manual work, cannot meet the problem of mechanized construction, clout can be made full use of again, save material, effectively reduce construction cost, there is good promotional value.
Foregoing description is only the description to the utility model preferred embodiment; any restriction not to the utility model scope; any change that the those of ordinary skill in the utility model field does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.
Claims (10)
1. the special split heads of large terrace, for the some large terrace reinforced mesh of integral erection, described large terrace reinforced mesh is held on the top of some described split heads, it is characterized in that, described split heads comprises horizontal support elements and some leg members, some described leg member intervals are fixed in the bottom of described horizontal support elements, and with the horizontal axis orthogonal of described horizontal support elements.
2. the large special split heads of terrace as claimed in claim 1, it is characterized in that, described leg member is in " eight " font.
3. the large special split heads of terrace as claimed in claim 2, is characterized in that, two limits of described leg member in " eight " font are welded to connect.
4. the special split heads of large terrace as described in any one of claims 1 to 3, is characterized in that, some described leg members spaced set in the horizontal direction.
5. the large special split heads of terrace as claimed in claim 1, it is characterized in that, the level interval between adjacent two described leg members is 1000mm ~ 1500mm.
6. the large special split heads of terrace as claimed in claim 1, it is characterized in that, the vertical height of described leg member is 170mm ~ 200mm.
7. the large special split heads of terrace as claimed in claim 1, it is characterized in that, the length of described large terrace reinforced mesh is 8m, and wide is 3.3m.
8. the large special split heads of terrace as claimed in claim 1, it is characterized in that, described horizontal support elements and described leg member form by reinforcement fabrication.
9. the large special split heads of terrace as claimed in claim 8, is characterized in that, identical with the bar diameter for making described leg member for the reinforcing bar making described horizontal support elements.
10. the special split heads of terrace as claimed in claim 8 large, is characterized in that, described large terrace reinforced mesh is supporting arranges three described split heads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520913137.6U CN205206351U (en) | 2015-11-16 | 2015-11-16 | Special split heads of big terrace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520913137.6U CN205206351U (en) | 2015-11-16 | 2015-11-16 | Special split heads of big terrace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206351U true CN205206351U (en) | 2016-05-04 |
Family
ID=55844077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520913137.6U Expired - Fee Related CN205206351U (en) | 2015-11-16 | 2015-11-16 | Special split heads of big terrace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205206351U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851939A (en) * | 2020-07-21 | 2020-10-30 | 天津华星智慧科技有限公司 | Oil-seepage-preventing ground structure and construction method thereof |
-
2015
- 2015-11-16 CN CN201520913137.6U patent/CN205206351U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851939A (en) * | 2020-07-21 | 2020-10-30 | 天津华星智慧科技有限公司 | Oil-seepage-preventing ground structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160504 |