CN208168169U - Pen-cap-shaped protective layer cushion block - Google Patents
Pen-cap-shaped protective layer cushion block Download PDFInfo
- Publication number
- CN208168169U CN208168169U CN201820607803.7U CN201820607803U CN208168169U CN 208168169 U CN208168169 U CN 208168169U CN 201820607803 U CN201820607803 U CN 201820607803U CN 208168169 U CN208168169 U CN 208168169U
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- CN
- China
- Prior art keywords
- supporting rib
- protective layer
- cushion block
- pen
- cap
- 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
- 239000011241 protective layer Substances 0.000 title claims abstract description 24
- 230000001681 protective effect Effects 0.000 claims abstract description 46
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 39
- 239000011521 glass Substances 0.000 claims description 18
- 238000007667 floating Methods 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 7
- 210000003205 muscle Anatomy 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 238000013467 fragmentation Methods 0.000 description 1
- 238000006062 fragmentation reaction Methods 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000001519 tissue Anatomy 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
It the utility model relates to a kind of cushion block of concrete bar protective layer, solves the problems, such as that structure is unsteady, there is structurally stable effect.In order to achieve the above objectives, the utility model discloses a kind of pen-cap-shaped protective layer cushion blocks, and including the supporting rib with works reinforcement welding, the supporting rib is arranged with protective case close to one end of template.By the cooperation of supporting rib and protective case, being bonded for protective case and reinforcing bar is realized.The utility model is used for the installation of cushion block of concrete bar protective layer.
Description
Technical field
The utility model relates to a kind of cushion block of concrete bar protective layer, more specifically, it relates to a kind of pen-cap-shaped protective layer pad
Block.
Background technique
Bridge building operations refer to the process that bridge is built according to design content；Refer mainly to bridge Construction Technology and construction
Tissue.In bridge construction process, cast-in-situ steel reinforced concrete beam, plate bottom layer of the reinforcing steel need matcoveredn, protective layer pad
Block.
Notification number CN202323678U, publication date 20120711 patent in disclose a kind of reinforcing bar for bridge construction
Protective layer cushion block, the cushion block of concrete bar protective layer (1) are rectangular parallelepiped structure, are cut by marble or granite fragment.
Rationally, reliable performance, scene uses when being suitable for different types of rridges construction for cushion block of concrete bar protective layer design.Work at present
More concrete protective layer pad is used in journey, is mounted on reinforcing bar in the form of tied silk binding, is deposited in use
The disadvantages of binding insecure, easy fragmentation, easily displacement, the qualification rate of protective layer is finally influenced, there are the unsteady problems of structure.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of pen-cap-shaped protective layer cushion block,
With structurally stable effect.
To realize the above-mentioned technical purpose, the utility model provides following technical solution：A kind of pen-cap-shaped protective layer cushion block,
Including the supporting rib with works reinforcement welding, the supporting rib is arranged with protective case close to one end of template.
By using above-mentioned technical proposal, cover by supporting rib and works reinforcement welding, and by protective case in supporting rib
End, then template is mounted between works reinforcing bar, the end of protective case resists template at this time, and it is hereby ensured that works
Reinforcing bar and template position are accurate, while the connection relationship of supporting rib and reinforcing bar is firm, avoids protective case displacement, achieves
Improve the beneficial effect of structural soundness.
Preferably, the internal diameter of the protective case is 12mm, length 15mm, and with a thickness of 3mm, the diameter of the supporting rib
For 12mm.
By using above-mentioned technical proposal, the thickness and length of protective case and the dimensional fits of supporting rib make supporting rib can
To be tightly inserted into protective case, protective case is avoided to fall off under the impact of concrete, achieves and improve the beneficial of reasonable structure
Effect.
Preferably, the protective case is made of plastics, it is same that the protective case close to the end of template is set as hemispherical
When with a thickness of 5mm, the end abutment template of the protective case.
By using above-mentioned technical proposal, the pressure next by the transmitting of top structure object reinforcing bar of protective case made of plastics
When, supporting rib certain deformation can occur for hemispheric end relatively, by the pressure buffer on protective case and pass, avoid
Protective case rigidity brittle failure achieves the beneficial effect for improving reasonable structure.
Preferably, the color of the protective case is canescence.
By using above-mentioned technical proposal, linen protective case is identical with concrete color, therefore after form removable,
Color difference is not present between protective case and concrete, will not influence the appearance of concrete, achieves and improves the beneficial of reasonable structure
Effect.
Preferably, being vertically installed with fixed link on the supporting rib, the fixed link and supporting rib are detachably connected, institute
It states fixed link and has extended vertically connecting rod away from one end of supporting rib, the end of the connecting rod is fixedly installed flat with fixed link
Capable support rod, the support rod are provided with the glass tube of inner filling water, setting in the glass tube along length direction
There is floating ball.
By using above-mentioned technical proposal, fixed link and supporting rib are fixed, supporting rib end is resisted into works reinforcing bar,
The rotation of supporting rib opposed configuration object reinforcing bar indicates solid at this time when glass tube inner float ball moves to the midpoint of glass tube
Fixed pole is in a horizontal position, and the supporting rib vertical with fixed link can keep vertical state, at this time by supporting rib and works steel
Muscle welding, can keep the vertical of supporting rib and reinforcing bar, and protective case opposite formwork is avoided to tilt, can not effective support construction object steel
Muscle achieves the beneficial effect for improving installation accuracy.
Preferably, being provided with the mark point concordant with glass tube midpoint on the support rod.
By using above-mentioned technical proposal, whether staff can be intuitive to see floating ball in glass by mark point
Pipe middle position improves operation convenience.
Preferably, the end of the support rod is extended with two folder rods, two folder rods clamp works reinforcing bar, two
Folder rod described in root is provided with the bolt for passing perpendicularly through folder rod away from one end of support rod.
By using above-mentioned technical proposal, by the end bonding structure object reinforcing bar of support rod, screwing bolts can make to support
Bar and works reinforcing bar keep relatively fixed, can keep phase with works reinforcing bar with the relatively-stationary supporting rib of support rod at this time
To fixation, staff can directly weld supporting rib and works reinforcing bar, during avoiding employment hand gripping supporting rib,
Supporting rib shakes, and supporting rib is caused not to be able to maintain vertical state, achieves the beneficial effect for improving installation accuracy.
Preferably, one end of the fixed link is provided with same folder rod and bolt.
By using above-mentioned technical proposal, the connection of fixed link and supporting rib, equally by folder rod and bolt come the company of fixation
It connects, after the completion of supporting rib welding, directly screws off bolt, fixed link can be taken away, improve operation convenience.
In conclusion the utility model achieves following effect：
1. by the cooperation of supporting rib and protective case, being bonded for protective case and reinforcing bar is realized；
2. realizing the accurate positionin of supporting rib position by the cooperation of fixed link and glass tube.
Detailed description of the invention
Fig. 1 is in embodiment 1 for showing integrally-built partial sectional view；
Fig. 2 is in embodiment 2 for showing integrally-built partial schematic diagram.
In figure, 1, supporting rib；11, protective case；12, works reinforcing bar；13, template；20, fixed link；21, connecting rod；22,
Support rod；23, glass tube；24, floating ball；25, mark point；26, rod is pressed from both sides；27, bolt.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Embodiment 1：A kind of pen-cap-shaped protective layer cushion block, as shown in Figure 1, including the supporting rib welded with works reinforcing bar 12
1, supporting rib 1 is arranged with protective case 11 close to one end of template 13.Supporting rib 1 and works reinforcing bar 12 are welded, and will protection
End of 11 sets of the set in supporting rib 1, then template 13 is mounted between works reinforcing bar 12, the end of protective case 11 resists template
13, it is ensured that works reinforcing bar 12 and 13 position of template are accurate, while the connection relationship of supporting rib 1 and reinforcing bar is firm.
As shown in Figure 1, the internal diameter of protective case 11 is 12mm, length 15mm, with a thickness of 3mm, the diameter of supporting rib 1 is
12mm.The thickness and length of protective case 11 and the dimensional fits of supporting rib 1, are tightly inserted into supporting rib 1 in protective case 11,
Protective case 11 is avoided to fall off under the impact of concrete.
As shown in Figure 1, protective case 11 is made of plastics, protective case 11 is set as hemispherical simultaneously close to the end of template 13
With a thickness of 5mm, the end abutment template 13 of protective case 11.
By using above-mentioned technical proposal, the pressure next by the transmitting of top structure object reinforcing bar 12 of protective case 11 made of plastics
When power, certain deformation occurs for hemispheric end meeting supporting rib 1 relatively, by the pressure buffer on protective case 11 and passes out
It goes, avoids the rigid brittle failure of protective case 11, achieve the beneficial effect for improving reasonable structure.
As shown in Figure 1, the color of protective case 11 is canescence.Linen protective case 11 is identical with concrete color, because
This is not present color difference, will not influence the appearance of concrete after template 13 is removed between protective case 11 and concrete.
Embodiment 2：The present embodiment the difference from embodiment 1 is that, as shown in Fig. 2, being vertically installed with fixation on supporting rib 1
Bar 20, one end of fixed link 20 are provided with two folder rods 26 for clamping supporting rib 1, and the fixed link 20, which is provided with, extends vertically through two
The bolt 27 of a folder rod 26, screwing bolts 27, folder rod 26 will clamping brace muscle 1.
As shown in Fig. 2, fixed link 20 has extended vertically connecting rod 21, connecting rod 21 and support away from one end of supporting rib 1
1 place plane of muscle is parallel, and the end of connecting rod 21 is fixedly installed the support rod 22 parallel with fixed link 20, and support rod 22 is along certainly
Body length direction is provided with the glass tube 23 of inner filling water, and floating ball 24 is provided in glass tube 23, is provided on support rod 22
The mark point 25 concordant with 23 midpoint of glass tube.1 end of supporting rib is resisted into works reinforcing bar 12,1 opposed configuration of supporting rib
Object reinforcing bar 12 rotates, and when 23 inner float ball 24 of glass tube moves to the midpoint of glass tube 23, fixed link 20 is in horizontal position
It sets, the supporting rib 1 vertical with fixed link 20 can keep vertical state, at this time weld supporting rib 1 and works reinforcing bar 12, can
To keep the vertical of supporting rib 1 and reinforcing bar.
As shown in Fig. 2, the end of support rod 22 is equally extended with two folder rods 26, two folder rods 26 clamp works reinforcing bar
12, two folder rods 26 are provided with the bolt 27 for passing perpendicularly through folder rod 26 away from one end of support rod 22.Screwing bolts 27, support rod
22 and works reinforcing bar 12 be kept fixed, the supporting rib 1 fixed with support rod 22 can be fixed with works reinforcing bar 12 at this time, branch
Support muscle 1 and works reinforcing bar 12 can keep plumbness.
The course of work：Fixed link 20 and supporting rib 1 is fixed, 1 end of supporting rib is resisted into works reinforcing bar 12, supporting rib
The rotation of 1 opposed configuration object reinforcing bar 12, when 23 inner float ball 24 of glass tube moves to the midpoint of glass tube 23, that is, indicates at this time
Fixed link 20 is in a horizontal position, and the supporting rib 1 vertical with fixed link 20 can keep vertical state.
Support rod 22 and works reinforcing bar 12 are kept fixed at this time, supporting rib 1 and works reinforcing bar 12 are welded, it can be with
The vertical of supporting rib 1 and reinforcing bar is kept, 11 opposite formwork 13 of protective case is avoided to tilt, it can not effective support construction object reinforcing bar 12.
Claims (8)
1. a kind of pen-cap-shaped protective layer cushion block, it is characterised in that：Including the supporting rib (1) welded with works reinforcing bar (12), institute
It states supporting rib (1) and is arranged with protective case (11) close to the one end of template (13).
2. pen-cap-shaped protective layer cushion block according to claim 1, it is characterised in that：The internal diameter of the protective case (11) is
12mm, length 15mm, with a thickness of 3mm, the diameter of the supporting rib (1) is 12mm.
3. pen-cap-shaped protective layer cushion block according to claim 2, it is characterised in that：The protective case (11) is by plastics system
Hemispherical is set as simultaneously with a thickness of 5mm close to the end of template (13) at, the protective case (11), the protective case (11)
End abutment template (13).
4. pen-cap-shaped protective layer cushion block according to claim 3, it is characterised in that：The color of the protective case (11) is ash
White.
5. pen-cap-shaped protective layer cushion block according to claim 1, it is characterised in that：It is vertically arranged on the supporting rib (1)
Have fixed link (20), the fixed link (20) and supporting rib (1) are detachably connected, and the fixed link (20) deviates from supporting rib (1)
One end extended vertically connecting rod (21), the end of the connecting rod (21) is fixedly installed the branch parallel with fixed link (20)
Strut (22), the support rod (22) are provided with the glass tube (23) of inner filling water, the glass tube along length direction
(23) floating ball (24) are provided in.
6. pen-cap-shaped protective layer cushion block according to claim 5, it is characterised in that：Be provided on the support rod (22) with
The concordant mark point (25) of glass tube (23) midpoint.
7. pen-cap-shaped protective layer cushion block according to claim 6, it is characterised in that：The end of the support rod (22) extends
There are two folder rods (26), two folder rods (26) are clamped works reinforcing bar (12), and two folder rods (26) deviate from support rod
(22) one end is provided with the bolt (27) for passing perpendicularly through folder rod (26).
8. pen-cap-shaped protective layer cushion block according to claim 7, it is characterised in that：One end of the fixed link (20) is arranged
There are same folder rod (26) and bolt (27).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820607803.7U CN208168169U (en) | 2018-04-25 | 2018-04-25 | Pen-cap-shaped protective layer cushion block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820607803.7U CN208168169U (en) | 2018-04-25 | 2018-04-25 | Pen-cap-shaped protective layer cushion block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168169U true CN208168169U (en) | 2018-11-30 |
Family
ID=64367390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820607803.7U Expired - Fee Related CN208168169U (en) | 2018-04-25 | 2018-04-25 | Pen-cap-shaped protective layer cushion block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208168169U (en) |
-
2018
- 2018-04-25 CN CN201820607803.7U patent/CN208168169U/en not_active Expired - Fee Related
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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: 20181130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |