CN211257563U - High-position propeller discharging device for grouting construction of concrete wall sleeve - Google Patents
High-position propeller discharging device for grouting construction of concrete wall sleeve Download PDFInfo
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- CN211257563U CN211257563U CN201921227908.0U CN201921227908U CN211257563U CN 211257563 U CN211257563 U CN 211257563U CN 201921227908 U CN201921227908 U CN 201921227908U CN 211257563 U CN211257563 U CN 211257563U
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- sleeve
- reinforcing bar
- pipe
- steel
- concrete wall
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Abstract
The utility model discloses a high-order row of oar device of concrete wall sleeve grout construction, including reinforcing bar, fixed pipe and stop gear, the steel bar sleeve is installed to the one end of reinforcing bar, and closely laminates between reinforcing bar and the steel bar sleeve, the steel bar sleeve's periphery is provided with the non slipping spur, the steel pipe is installed to steel bar sleeve's one end, and is fixed connection between steel bar sleeve and the steel pipe, fixed pipe is installed in steel bar sleeve's top, folding pipe is installed to the top of fixed pipe, stop gear runs through in the inside of steel pipe. This high-order oar device of arranging of concrete wall sleeve grout construction is provided with the non slipping spur, carries out the block through with reinforcing bar and steel bar sleeve, fixes the steel pipe at the telescopic other end of reinforcing bar with the installation again, and the in-process staff of installation can hold the non slipping spur, avoids steel bar sleeve phenomenon of skidding to appear at the in-process of installation, leads to staff's installation effect firm inadequately, and easy not hard up phenomenon takes place.
Description
Technical Field
The utility model relates to a arrange oar technical field, specifically be a concrete wall sleeve high-order row oar device of construction of being in milk.
Background
Along with rapid development of economy and technological progress in various regions, more and more families and houses are provided, the requirements on buildings are increased more and more, the existing assembled engineering wall reinforcing steel bars of the domestic buildings have poor use performance in a high-position slurry discharge technology and are difficult to effectively solve, and due to the fact that the technologies of constructors are different in the construction operation process, the high-position slurry discharge device for concrete wall sleeve grouting construction is designed for the purpose.
The row's oar device on market is not high at the inoperative efficiency of concrete placement construction operation in-process, drags whole construction progress slowly easily, and the structure is numerous and diverse, is unfavorable for the staff to use, and the installation side is comparatively loaded down with trivial details, the less problem of application scope, for this, we provide a concrete wall sleeve high-order row's oar device of construction in grout.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high-order row of oar device of concrete wall sleeve grout construction to the row of oar device that proposes in solving above-mentioned background art is out of work efficiency not high in concrete placement construction operation process, drags whole construction progress slowly easily, and the structure is numerous and diverse, is unfavorable for the staff to use, and the installer is comparatively loaded down with trivial details, the less problem of application scope.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a high-order oar device of arranging of concrete wall sleeve grout construction, includes reinforcing bar, fixed pipe and stop gear, the reinforcing bar sleeve is installed to the one end of reinforcing bar, and closely laminates between reinforcing bar and the reinforcing bar sleeve, the periphery of reinforcing bar sleeve is provided with the non slipping spur, the steel pipe is installed to reinforcing bar sleeve's one end, and is fixed connection between reinforcing bar sleeve and the steel pipe, fixed pipe is installed in reinforcing bar sleeve's top, folding pipe is installed to the top of fixed pipe, stop gear runs through in the inside of steel pipe.
Preferably, the reinforcing steel bar and the reinforcing steel bar sleeve form a clamping structure, the reinforcing steel bar sleeve and the anti-slip block form a fixed connection, and the anti-slip block is in a threaded shape.
Preferably, the fixed pipe further comprises a threaded sleeve, a nut post and a sealing ring, the threaded sleeve is installed at one end of the fixed pipe, the nut post penetrates through the left side and the right side of the threaded sleeve, and the sealing ring is tightly attached to the bottom of the threaded sleeve.
Preferably, the fixed pipe and the threaded sleeve form a fixed connection, and the fixed pipe and the steel bar sleeve form a detachable structure through the nut column.
Preferably, a concrete wall sleeve grout construction high-order row oar device, its characterized in that: the thread insert is bonded with the sealing ring by glue, and the central axis of the thread insert coincides with the central axis of the sealing ring.
Preferably, stop gear still includes nut, connecting rod, flitch, stop gear's upper and lower both sides all run through there is the nut, and the one end welding of nut has the connecting rod, the one end of connecting rod is provided with the flitch, and is threaded connection between connecting rod and the flitch.
Preferably, be threaded connection between connecting rod and the stop gear, and connecting rod and flitch constitute vertical structure to closely laminate between flitch and the reinforcing bar.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the high-position oar discharging device for concrete wall sleeve grouting construction is provided with the anti-slip blocks, steel bars are clamped with the steel bar sleeves, and then steel pipes and the steel bars are installed and fixed at the other ends of the steel bar sleeves, so that workers can hold the anti-slip blocks in the installation process, the phenomenon that the steel bar sleeves slip in the installation process is avoided, the installation effect of the workers is not firm enough, and the phenomenon that the steel bar sleeves are easy to loosen is avoided, and meanwhile, the oar discharging device is simple to install and convenient for the workers to operate due to the clamping installation mode;
2. the high-position propeller discharging device for the grouting construction of the concrete wall sleeve is provided with the fixed pipe, the threaded sleeve on the fixed pipe is attached to the threaded sleeve on the reinforcing steel bar sleeve, and the nut column is rotated to fix the threaded sleeve and the reinforcing steel bar sleeve, so that the fixed pipe can be firmly installed on the reinforcing steel bar sleeve, and meanwhile, a gap at the joint can be protected through the sealing ring installed at the bottom of the threaded sleeve, and the phenomenon of leakage is avoided during propeller discharging;
3. this high-order oar device of arranging of concrete wall sleeve grout construction is provided with stop gear, when the reinforcing bar enters into the inside definite position of steel pipe, the accessible rotates the nut, makes it drive fixed pipe and rotates the flitch and the reinforcing bar laminating of both sides inseparabler more to make the reinforcing bar obtain the fixed of certain degree at the in-process after the installation, avoid the reinforcing bar to appear running through the phenomenon of steel pipe and take place, simultaneously the utility model discloses constitute a whole by both ends steel sleeve and middle steel pipe, the grout hole is reserved at two, arranges the thick liquid by fixed pipe, is convenient for improve the construction operation progress in concrete placement construction operation process, has simple structure, simple to operate, application scope.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the limiting mechanism of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 1 according to the present invention.
In the figure: 1. reinforcing steel bars; 2. a steel bar sleeve; 3. anti-skid blocks; 4. a steel pipe; 5. a fixed tube; 501. a threaded sleeve; 502. a nut post; 503. a seal ring; 6. folding the tube; 7. a limiting mechanism; 701. a nut; 702. a connecting rod; 703. and (6) pasting the board.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a high-position propeller arrangement device for concrete wall sleeve grouting construction comprises a steel bar 1, a steel bar sleeve 2, an anti-skid block 3, a steel pipe 4, a fixed pipe 5, a screw sleeve 501, a nut column 502, a sealing ring 503, a folding pipe 6, a limiting mechanism 7, a screw cap 701, a connecting rod 702 and a pasting plate 703, wherein the steel bar sleeve 2 is installed at one end of the steel bar 1, the steel bar 1 is tightly pasted with the steel bar sleeve 2, the anti-skid block 3 is arranged on the periphery of the steel bar sleeve 2, the steel pipe 4 is installed at one end of the steel bar sleeve 2, the steel bar sleeve 2 is fixedly connected with the steel pipe 4, the steel bar 1 and the steel bar sleeve 2 form a clamping structure, the steel bar sleeve 2 and the anti-skid block 3 form a fixed connection, the anti-skid block 3 is in a threaded shape, the screw sleeve 501 is adhered with the sealing ring (glue is adhered between the screw sleeve 503, the central axis of the screw sleeve 501, then the steel pipe 4 and the fixed pipe are fixed at the other end of the steel bar sleeve 2, a worker can hold the antiskid block 3 in the installation process, so that the phenomenon that the steel bar sleeve 2 slips in the installation process, the installation effect of the worker is not firm enough and the worker is easy to loosen is avoided, meanwhile, the installation mode of clamping enables the arrangement of the propeller device to be simple and convenient for the worker to operate, the fixed pipe 5 is installed above the steel bar sleeve 2, the fixed pipe 5 further comprises a threaded sleeve 501, a nut column 502 and a sealing ring 503, the threaded sleeve 501 is installed at one end of the fixed pipe 5, the nut column 502 penetrates through the left side and the right side of the threaded sleeve 501, the sealing ring 503 is tightly attached to the bottom of the threaded sleeve 501, the fixed pipe 5 and the threaded sleeve 501 form fixed connection, the fixed pipe 5 and the steel bar sleeve 2 form a detachable structure through the nut column 502, and the threaded sleeve 501 on the fixed pipe 5 is attached to the threaded sleeve 501 on the steel, the nut column 502 is rotated to fix the two, so that the fixing pipe 5 can be firmly installed on the steel bar sleeve 2, and meanwhile, a gap at the joint can be protected through the sealing ring 503 installed at the bottom of the screw sleeve 501, and the phenomenon of leakage is avoided during the propeller discharging;
the folding pipe 6 is arranged above the fixed pipe 5, the limiting mechanism 7 penetrates through the steel pipe 4, the limiting mechanism 7 further comprises a nut 701, a connecting rod 702 and a flitch 703, the nut 701 penetrates through the upper side and the lower side of the limiting mechanism 7, the connecting rod 702 is welded at one end of the nut 701, the flitch 703 is arranged at one end of the connecting rod 702, the connecting rod 702 is in threaded connection with the flitch 703, the connecting rod 702 is in threaded connection with the limiting mechanism 7, the connecting rod 702 and the flitch 703 form a vertical structure, the flitch 703 is tightly attached to the steel bar 1, when the steel bar 1 enters a certain position in the steel pipe 4, the nut 701 can be rotated to drive the fixed pipe 702 to rotate to attach the flitch 703 on the two sides to the steel bar 1 more tightly, so that the steel bar 1 is fixed to a certain degree in the installation process, and the phenomenon that the steel bar 1 penetrates through the steel pipe 4 is avoided, simultaneously the utility model discloses constitute a whole by both ends steel sleeve 2 and middle steel pipe, grout hole is reserved at both ends, arranges the thick liquid by fixed pipe 5, is convenient for improve the construction operation progress in concrete placement construction operation process, has simple structure, simple to operate, application scope.
The working principle is as follows: for the oar discharging device, firstly, the reinforcing steel bar 1 and the reinforcing steel bar sleeve 2 are clamped, then the steel pipe 4 and the installation are fixed at the other end of the reinforcing steel bar sleeve 2, a worker can hold the antiskid block 3 in the installation process to avoid the phenomenon that the reinforcing steel bar sleeve 2 slips in the installation process, then the threaded sleeve 501 on the fixed pipe 5 is attached to the threaded sleeve 501 on the reinforcing steel bar sleeve 2, and then the nut column 502 is rotated to fix the antiskid block and the threaded sleeve, so that the fixed pipe 5 can be firmly installed on the reinforcing steel bar sleeve 2, meanwhile, the sealing ring 503 installed at the bottom of the threaded sleeve 501 is used for protecting the gap at the joint part, the phenomenon of leakage is avoided when the oar discharging, when the reinforcing steel bar 1 enters a certain position inside the steel pipe 4, the nut 701 can be rotated to drive the fixed pipe 702 to rotate to attach the attachment plates 703 at two sides to the reinforcing steel bar 1 more tightly, thereby make reinforcing bar 1 obtain fixed of certain degree in-process after the installation, avoid reinforcing bar 1 to appear running through the phenomenon of steel pipe 4 to take place, accomplish the use of whole row oar device like this.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a high-order row of oar device of concrete wall sleeve grout construction, includes reinforcing bar (1), fixed pipe (5) and stop gear (7), its characterized in that: reinforcing bar sleeve (2) are installed to the one end of reinforcing bar (1), and closely laminate between reinforcing bar (1) and reinforcing bar sleeve (2), the periphery of reinforcing bar sleeve (2) is provided with non slipping spur (3), steel pipe (4) are installed to the one end of reinforcing bar sleeve (2), and are fixed connection between reinforcing bar sleeve (2) and steel pipe (4), fixed pipe (5) are installed in the top of reinforcing bar sleeve (2), folding pipe (6) are installed to the top of fixed pipe (5), stop gear (7) run through in the inside of steel pipe (4).
2. The high-level row of oar device of concrete wall sleeve grouting construction of claim 1, characterized in that: reinforcing bar (1) and reinforcing bar sleeve (2) constitute the block structure, and reinforcing bar sleeve (2) and non slipping spur (3) constitute fixed connection to the shape of non slipping spur (3) is the screw thread form.
3. The high-level row of oar device of concrete wall sleeve grouting construction of claim 1, characterized in that: the fixed pipe (5) further comprises a threaded sleeve (501), a nut column (502) and a sealing ring (503), the threaded sleeve (501) is installed at one end of the fixed pipe (5), the nut column (502) penetrates through the left side and the right side of the threaded sleeve (501), and the sealing ring (503) is tightly attached to the bottom of the threaded sleeve (501).
4. The high-level row of oar device of concrete wall sleeve grouting construction of claim 3, characterized in that: the fixed pipe (5) and the threaded sleeve (501) form fixed connection, and the fixed pipe (5) and the steel bar sleeve (2) form a detachable structure through the nut column (502).
5. The high-level row of oar device of concrete wall sleeve grouting construction of claim 3, characterized in that: the thread insert (501) is bonded with the sealing ring (503) through glue, and the central axis of the thread insert (501) coincides with the central axis of the sealing ring (503).
6. The high-level row of oar device of concrete wall sleeve grouting construction of claim 1, characterized in that: stop gear (7) still include nut (701), connecting rod (702), flitch (703), nut (701) have all been run through to the upper and lower both sides of stop gear (7), and the one end welding of nut (701) has connecting rod (702), the one end of connecting rod (702) is provided with flitch (703), and is threaded connection between connecting rod (702) and flitch (703).
7. The high-level row of oar device of concrete wall sleeve grouting construction of claim 6, characterized in that: the connecting rod (702) is in threaded connection with the limiting mechanism (7), the connecting rod (702) and the flitch plate (703) form a vertical structure, and the flitch plate (703) is tightly attached to the steel bar (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921227908.0U CN211257563U (en) | 2019-08-01 | 2019-08-01 | High-position propeller discharging device for grouting construction of concrete wall sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921227908.0U CN211257563U (en) | 2019-08-01 | 2019-08-01 | High-position propeller discharging device for grouting construction of concrete wall sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211257563U true CN211257563U (en) | 2020-08-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921227908.0U Expired - Fee Related CN211257563U (en) | 2019-08-01 | 2019-08-01 | High-position propeller discharging device for grouting construction of concrete wall sleeve |
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| Country | Link |
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| CN (1) | CN211257563U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062525A (en) * | 2021-04-06 | 2021-07-02 | 中建八局第二建设有限公司 | Fixing device convenient to connecting reinforcing bar and sleeve |
-
2019
- 2019-08-01 CN CN201921227908.0U patent/CN211257563U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062525A (en) * | 2021-04-06 | 2021-07-02 | 中建八局第二建设有限公司 | Fixing device convenient to connecting reinforcing bar and sleeve |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200814 Termination date: 20210801 |
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| CF01 | Termination of patent right due to non-payment of annual fee |