CN206233469U - Integrated steel tendon protective layer split heads and its mounting structure - Google Patents
Integrated steel tendon protective layer split heads and its mounting structure Download PDFInfo
- Publication number
- CN206233469U CN206233469U CN201621053652.2U CN201621053652U CN206233469U CN 206233469 U CN206233469 U CN 206233469U CN 201621053652 U CN201621053652 U CN 201621053652U CN 206233469 U CN206233469 U CN 206233469U
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- Prior art keywords
- split heads
- protective layer
- perforation
- supporting surface
- distance
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Abstract
The utility model is related to a kind of integrated steel tendon protective layer split heads, including：Split heads body, the split heads body has the first supporting surface for being supported in top template and the second supporting surface for being supported in bottom template；The split heads body is provided with the first perforation worn for surfacing steel bar and the second perforation worn for bottom layer of the reinforcing steel；First perforation adapts to surfacing steel bar protective layer thickness with the distance of first supporting surface, and second perforation adapts to bottom layer of the reinforcing steel protective layer thickness with the distance of second supporting surface.Surfacing steel bar protective layer thickness is adapted to the distance of top template by opening up the first perforation and the second perforation on split heads body, and setting the first perforation, the second perforation adapts to bottom layer of the reinforcing steel protective layer thickness with the distance of bottom template；So that the utility model makes former material simply, preparation method is easy；Can effectively ensure that thickness of protection tier, it is ensured that what cover to reinforcement detection was checked and accepted passes through.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to integrated steel tendon protective layer split heads and its mounting structure.
Background technology
In engineering construction, can all there is overhanging component in many structure constructions.But due to the general thickness of slab of board member of encorbelmenting compared with
It is thin, it is impossible to use reinforcement fabrication split heads, it will usually to use finished product split heads, but because finished product split heads is thinner, applied in each professional workers
After the completion of work industry, or in concreting process, the reinforcing bar of cantilevered plate is all trampled deformation.So as to cause concrete
After the completion of pouring, cover to reinforcement is undesirable, causes in structure detection, and the detection of cantilevered plate protective layer cannot pass through, this
The often common quality defect of many engineerings.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of integrated steel tendon protective layer split heads knot
Structure facilitates pouring and quality assurance for concrete.
Realizing the technical scheme of above-mentioned purpose is：A kind of integrated steel tendon protective layer split heads is provided, including：Split heads body,
The split heads body has the first supporting surface for being supported in top template and the second supporting surface for being supported in bottom template；The horse
Stool body is provided with the first perforation worn for surfacing steel bar and the second perforation worn for bottom layer of the reinforcing steel；It is described first perforation with
The distance of first supporting surface adapts to surfacing steel bar protective layer thickness, second perforation and second supporting surface away from
From adapting to bottom layer of the reinforcing steel protective layer thickness.
The beneficial effect of the utility model integrated steel tendon protective layer split heads：
The utility model sets the first perforation and top by opening up the first perforation and the second perforation on split heads body
The distance of portion's template adapts to surfacing steel bar protective layer thickness, and the second perforation adapts to bottom layer of the reinforcing steel guarantor with the distance of bottom template
Covering thickness；So that the utility model makes former material simply, preparation method is easy；Thickness of protection tier is can effectively ensure that, really
Protect passing through for cover to reinforcement detection examination.
The utility model integrated steel tendon protective layer split heads further improvement is that, the split heads is for concrete prefabricated
Block.
The utility model integrated steel tendon protective layer split heads further improvement is that, first perforation and described the
The distance of one supporting surface is 1cm~2cm.
The utility model integrated steel tendon protective layer split heads further improvement is that, it is described second perforation and described second
The distance of supporting surface is 1cm~2cm.
A kind of mounting structure of integrated steel tendon protective layer split heads, it is characterised in that including spaced multiple split heads
Body, the surfacing steel bar being arranged in the first perforation of split heads body and the bottom steel being arranged in the second perforation of split heads body
Muscle；Second supporting surface of the split heads body bottom portion is supported in the template of bottom, the first supporting surface of the split heads bodies top
It is provided with top template.
The utility model integrated steel tendon protective layer split heads mounting structure further improvement is that, multiple split heads
Body is in latticed setting.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model integrated steel tendon protective layer split heads.
Fig. 2 is the partial schematic diagram of the utility model integrated steel tendon protective layer split heads.
Fig. 3 is the installation effect figure of the utility model integrated steel tendon protective layer split heads.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refer to Fig. 1 and Fig. 2, Fig. 1 show the structural representation of the utility model integrated steel tendon protective layer split heads；Figure
2 partial schematic diagrams for showing the utility model integrated steel tendon protective layer split heads.The utility model is intended to provide a kind of use
In the split heads of the cover to reinforcement of concrete, a kind of integrated steel tendon protective layer split heads, including split heads body 1 are specifically provided,
Split heads body 1 has the first supporting surface for being supported in top template 4 and the second supporting surface for being supported in bottom template 5；Split heads sheet
Body 1 is provided with the first perforation 11 worn for surfacing steel bar 2 and the second perforation 12 worn for bottom layer of the reinforcing steel 3；First perforation 11
Surfacing steel bar protective layer thickness is adapted to the distance of the first supporting surface, the second perforation 12 is adapted to the distance of the second supporting surface
Bottom layer of the reinforcing steel protective layer thickness.
Said modules are described in detail below by way of preferred embodiment：
In order to reduce construction cost and follow green construction principle, split heads body 1 uses concrete precast block.On the one hand,
The making convenient material drawing of concrete precast block, makes simple；On the other hand, concrete precast block is poured in building structure,
Influence will not be produced on the intensity of structure.Preferably, concrete precast block uses 1: 2 cement mortar to make.
Specific data are now equipped with to be described in detail to facilitate displaying structure of the present utility model.Specifically, concrete
The length of prefabricated section 1 is 6cm, and width is 4cm, is highly determined according to the thickness for actually pouring, or according to live practice of construction
The judgement of personnel is determined.
As shown in Fig. 2 the distance of the first perforation 11 and the first supporting surface is S1, S1 is the thickness of surfacing steel bar protective layer
Degree, S1 is preferable for the scope of 1cm~2cm, and a preferably fixed numbers are 1.5cm.
Likewise, the distance of the second perforation 12 and the second supporting surface is S2, S2 is the thickness of bottom layer of the reinforcing steel protective layer, S2
For the scope of 1cm~2cm is preferable, a preferably fixed numbers are 1.5cm.
The installation effect figure of the utility model integrated steel tendon protective layer split heads is shown refering to Fig. 1 and Fig. 3, Fig. 3.This reality
A kind of mounting structure of integrated steel tendon protective layer split heads is additionally provided with new, including spaced multiple split heads bodies 1,
The surfacing steel bar 2 being arranged in the first perforation 11 of split heads body 1 and the bottom being arranged in the second perforation 12 of split heads body 1
Reinforcing bar 3；Second supporting surface of the bottom of split heads body 1 is supported in bottom template 5, the first supporting surface of split heads bodies top
It is provided with top template 4.
The split heads body 1 is in latticed setting (details refer to Fig. 3), so that regular is arranged in bottom template 5.It is many
Grid type is set the individual split heads body 1 in length and breadth, when its surfacing steel bar is arranged up and down with bottom layer of the reinforcing steel, it is noted that longitudinal horse
Surfacing steel bar and bottom layer of the reinforcing steel on stool body and horizontal split heads body, crisscross setting, to avoid location overlap, surface layer steel
Muscle can reasonably be adjusted with bottom layer of the reinforcing steel in the effective range of S1 as described above and S2.
The utility model integrated steel tendon protective layer split heads has the beneficial effect that：
1st, former material is made simply, preparation method is single, simplicity；
2nd, steel bar horse-shaped bench can be replaced, so as to save financial cost；
3rd, can effectively ensure that thickness of protection tier, it is ensured that what cover to reinforcement detection was checked and accepted passes through.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (6)
1. a kind of integrated steel tendon protective layer split heads, it is characterised in that including：Split heads body, the split heads body has support
In first supporting surface and the second supporting surface for being supported in bottom template of top template；The split heads body is provided with for surface layer steel
The first perforation and perforated for bottom layer of the reinforcing steel wears second that muscle wears；Described first distance perforated with first supporting surface
Surfacing steel bar protective layer thickness is adapted to, second perforation adapts to bottom layer of the reinforcing steel and protects with the distance of second supporting surface
Thickness degree.
2. integrated steel tendon protective layer split heads according to claim 1, it is characterised in that：The split heads body is concrete
Prefabricated section.
3. integrated steel tendon protective layer split heads according to claim 1, it is characterised in that：First perforation and described the
The distance of one supporting surface is 1cm~2cm.
4. integrated steel tendon protective layer split heads according to claim 1, it is characterised in that：Second perforation and described the
The distance of two supporting surfaces is 1cm~2cm.
5. a kind of mounting structure of integrated steel tendon protective layer split heads, it is characterised in that including spaced multiple such as rights
It is required that split heads body any one of 1~4, the surfacing steel bar being arranged in the first perforation of split heads body and being arranged in horse
Bottom layer of the reinforcing steel in second perforation of stool body；Second supporting surface of the split heads body bottom portion is supported in the template of bottom, institute
The first supporting surface for stating split heads bodies top is provided with top template.
6. the mounting structure of integrated steel tendon protective layer split heads according to claim 5, it is characterised in that multiple horses
Stool body is in latticed setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053652.2U CN206233469U (en) | 2016-09-13 | 2016-09-13 | Integrated steel tendon protective layer split heads and its mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053652.2U CN206233469U (en) | 2016-09-13 | 2016-09-13 | Integrated steel tendon protective layer split heads and its mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233469U true CN206233469U (en) | 2017-06-09 |
Family
ID=58981973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621053652.2U Expired - Fee Related CN206233469U (en) | 2016-09-13 | 2016-09-13 | Integrated steel tendon protective layer split heads and its mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233469U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859245A (en) * | 2017-10-13 | 2018-03-30 | 温州市交通工程咨询监理有限公司 | A kind of cushion block of concrete bar protective layer fixed structure and method |
-
2016
- 2016-09-13 CN CN201621053652.2U patent/CN206233469U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859245A (en) * | 2017-10-13 | 2018-03-30 | 温州市交通工程咨询监理有限公司 | A kind of cushion block of concrete bar protective layer fixed structure and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20210913 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |