CN106120814A - A kind of architectural engineering slope reinforcement device - Google Patents
A kind of architectural engineering slope reinforcement device Download PDFInfo
- Publication number
- CN106120814A CN106120814A CN201610462381.4A CN201610462381A CN106120814A CN 106120814 A CN106120814 A CN 106120814A CN 201610462381 A CN201610462381 A CN 201610462381A CN 106120814 A CN106120814 A CN 106120814A
- Authority
- CN
- China
- Prior art keywords
- cylinder
- guide rod
- inserted link
- gear
- described cylinder
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Abstract
The invention discloses a kind of architectural engineering slope reinforcement device, including the cylinder that hollow length is straight, the outer wall of described cylinder is provided with external screw thread, in described cylinder, top position is fixed with a bearing, a guide rod is installed in described bearing inner race interference, described guide rod and cylinder are positioned on same axis, the lower section of described guide rod is provided with spire, the both sides of described cylinder are provided with gear inserted link, described gear inserted link includes gear end and the inserted link end being connected, described gear end rotates and is installed on described cylinder, and a part for described gear end is positioned at inner barrel, engage with the spire of guide rod, the lower sidewalls of described cylinder is provided with notch part.Present configuration is reasonable in design, is combined with the concrete mortar in hole raising stability by extensible gear inserted link.
Description
Technical field
The present invention relates to municipal administration unmanned air vehicle technique field, gardens, particularly relate to a kind of architectural engineering slope reinforcement and fill
Put.
Background technology
The fixed effect of existing side slope fixing device is less desirable, insecure, it would be highly desirable to improve.
Summary of the invention
The technical problem to be solved is to provide a kind of architectural engineering slope reinforcement device, to solve above-mentioned skill
Art problem.
For solving above-mentioned technical problem, embodiments of the invention provide a kind of architectural engineering slope reinforcement device, including
The cylinder that hollow length is straight, the outer wall of described cylinder is provided with external screw thread, and in described cylinder, top position is fixed with a bearing, described axle
Holding inner ring interference and install a guide rod, described guide rod and cylinder are positioned on same axis, and the lower section of described guide rod is provided with spire, institute
The both sides stating cylinder are provided with gear inserted link, and described gear inserted link includes gear end and the inserted link end being connected, and described gear end turns
Move and be installed on described cylinder, and a part for described gear end is positioned at inner barrel, engages with the spire of guide rod, described cylinder
The lower sidewalls of body is provided with notch part, and described notch part is used for housing described inserted link end, threaded on the outer wall of described cylinder
Having multiple reinforcement block, connected by flange block between described reinforcement block, the lateral wall of described reinforcement block has axially spaced setting
The cannelure put, described flange block is by being threaded on the lateral wall of cylinder, and the upper and lower end face of described flange block is passed through respectively
Screw reinforcement by connection block；One crossbeam has through-hole section, and is placed on described cylinder by through-hole section, and described crossbeam is layed in limit
On the top layer soil body on slope, the top of described cylinder is inserted in anchor ingot and is overlapped in order to the through-hole section tabling with crossbeam, described cylinder again
Entering spring and screw in pressing plate, described pressing plate is screwed down so that spring has downward oppressive force to anchor ingot.
The upper end of described guide rod is provided with detachable handle.
Having the beneficial effect that of the technique scheme of the present invention:
In such scheme, present configuration is reasonable in design, by extensible gear inserted link and the concrete mortar in hole
Combine raising stability, makes it combine with concrete mortar by the design of cannelure on reinforcement block, improves horizontal stroke further
To supporting and stability, make crossbeam can be firmly fixed in the soil body surface of side slope by pressing plate, spring, the design of anchor ingot.
Accompanying drawing explanation
Fig. 1 is the structural representation one of the present invention.
Fig. 2 is the structural representation two of the present invention.
Fig. 3 is the structural representation of the flange block of the present invention.
Detailed description of the invention
For making the technical problem to be solved in the present invention, technical scheme and advantage clearer, below in conjunction with accompanying drawing and tool
Body embodiment is described in detail.
As shown in Figure 1 to Figure 3, the embodiment of the present invention provides a kind of architectural engineering slope reinforcement device, long including hollow
Straight cylinder 1, describes for convenience, following in orientation word be the cylinder putting position shown in Fig. 1,1 is described cylinder 1
Outer wall be provided with external screw thread, in described cylinder 1, top position is fixed with a bearing 2, can use Type of Welding, in described bearing 2
A guide rod 3 is installed in circle interference, and described guide rod 3 is positioned on same axis with cylinder 1, and the lower section of described guide rod 3 is provided with spire 31,
The both sides of described cylinder 1 are provided with gear inserted link 4, and described gear inserted link 4 includes gear end 41 and the inserted link end 42 being connected, described
Gear end 41 rotates and is installed on described cylinder 1, and a part for described gear end 41 is positioned at cylinder 1 inside, with the spiral shell of guide rod 3
Rotation portion 31 engages, and described gear end 41 can be installed on the sidewall of cylinder 1 by being located at the rotating shaft at gear end 41 center, described cylinder
The lower sidewalls of body 1 is provided with notch part 101, and described notch part 101 is used for housing described inserted link end 42, when guide rod 3 rotates, passes through
Spire 31 below guide rod 3 drives the gear end 41 of gear inserted link 4 to rotate, and gear end 41 drives inserted link end 42 to rotate, and makes to insert
Rod end 42 can be placed in notch part 101, or makes inserted link end 42 horizontal development.On the outer wall of described cylinder 1 threaded have many
Individual reinforcement block 5, is connected by flange block 6 between described reinforcement block 5, and the lateral wall of described reinforcement block 5 has axially spaced setting
The cannelure 51 put, described flange block 6 is by being threaded on the lateral wall of cylinder 1, and the upper and lower end face of described flange block 6 is respectively
By screw 7 reinforcement by connection block 5；One crossbeam 8 has through-hole section 81, and is placed on described cylinder 1 by through-hole section 81, described
Crossbeam 8 is layed on the top layer soil body of side slope, and anchor ingot 9 is inserted in order to through-hole section 81 phase with crossbeam 8 in the top of described cylinder 1
Chimeric, described cylinder 1 is inserted in spring 10 again and screws in pressing plate 11, and described pressing plate 11 is screwed down so that anchor ingot 9 is had by spring 10
There is downward oppressive force.
The upper end of described guide rod 3 is provided with detachable handle 32.
During use, it is ready in advance be equipped with cylinder, guide rod, gear inserted link, reinforcement block, the device of flange block, flange block
And the installation of reinforcement block interval, reinforcement block is installed on the centre of two flange blocks, plays interconnection function, and first is with last all
It is reinforcement block, by turning handle, the inserted link end of gear inserted link is accommodated in the notch part of cylinder, then vertical in side slope
Squeezing into applicable hole, inserted in this hole by this device, then rotated by handle, guide rod rotates, and makes the inserted link end of gear inserted link
Horizontal, then penetration concrete mortar in hole, crossbeam is placed in cylinder, crossbeam is layed in the top layer soil body of side slope
On, then the top of cylinder is inserted in anchor ingot and is inserted in spring again in order to the through-hole section tabling with crossbeam, described cylinder and screws in
Pressing plate, described pressing plate is screwed down so that spring has downward oppressive force to anchor ingot.
The above is the preferred embodiment of the present invention, it is noted that for those skilled in the art
For, on the premise of without departing from principle of the present invention, it is also possible to make some improvements and modifications, these improvements and modifications are also
Should be regarded as protection scope of the present invention.
Claims (2)
1. an architectural engineering slope reinforcement device, it is characterised in that include the cylinder that hollow length is straight, the outer wall of described cylinder
Being provided with external screw thread, in described cylinder, top position is fixed with a bearing, and a guide rod, described guide rod are installed in described bearing inner race interference
Being positioned on same axis with cylinder, the lower section of described guide rod is provided with spire, and the both sides of described cylinder are provided with gear inserted link, institute
Stating gear end and inserted link end that gear inserted link includes being connected, described gear end rotates and is installed on described cylinder, and described gear
A part for end is positioned at inner barrel, engages with the spire of guide rod, and the lower sidewalls of described cylinder is provided with notch part, described scarce
Oral area is used for housing described inserted link end, and threaded on the outer wall of described cylinder have multiple reinforcement block, logical between described reinforcement block
Crossing flange block to connect, the lateral wall of described reinforcement block has the cannelure of axially spaced setting, and described flange block passes through screw thread
Screwing on the lateral wall of cylinder, the upper and lower end face of described flange block is connected by screw reinforcement block respectively；One crossbeam has through hole
Portion, and be placed on described cylinder by through-hole section, described crossbeam is layed on the top layer soil body of side slope, the top of described cylinder
Being inserted in anchor ingot in order to the through-hole section tabling with crossbeam, described cylinder is inserted in spring again and screws in pressing plate, and described pressing plate is downward
Screw so that spring has downward oppressive force to anchor ingot.
2. to remove the guide rod described in 1 according to right, it is characterised in that the upper end of described guide rod is provided with detachable handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610462381.4A CN106120814B (en) | 2016-06-21 | 2016-06-21 | A kind of architectural engineering slope reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610462381.4A CN106120814B (en) | 2016-06-21 | 2016-06-21 | A kind of architectural engineering slope reinforcement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106120814A true CN106120814A (en) | 2016-11-16 |
| CN106120814B CN106120814B (en) | 2019-05-21 |
Family
ID=57269322
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610462381.4A Active CN106120814B (en) | 2016-06-21 | 2016-06-21 | A kind of architectural engineering slope reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106120814B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060936A (en) * | 2017-12-15 | 2018-05-22 | 杭州富阳鸿祥技术服务有限公司 | A kind of top opening type anchor pole |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3335039C1 (en) * | 1983-09-28 | 1984-10-31 | Klöckner-Becorit GmbH, 4620 Castrop-Rauxel | Rock anchor |
| CN202140022U (en) * | 2011-07-11 | 2012-02-08 | 无锡金帆钻凿设备有限公司 | Anchor rod bottom-enlarging bit |
| CN202441404U (en) * | 2012-03-02 | 2012-09-19 | 淮南矿业(集团)有限责任公司 | Anchor bolt support flexible locking structure |
| CN203475460U (en) * | 2013-07-29 | 2014-03-12 | 成都中交信达路桥工程有限公司 | Replaceable contact network pillar base |
-
2016
- 2016-06-21 CN CN201610462381.4A patent/CN106120814B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3335039C1 (en) * | 1983-09-28 | 1984-10-31 | Klöckner-Becorit GmbH, 4620 Castrop-Rauxel | Rock anchor |
| CN202140022U (en) * | 2011-07-11 | 2012-02-08 | 无锡金帆钻凿设备有限公司 | Anchor rod bottom-enlarging bit |
| CN202441404U (en) * | 2012-03-02 | 2012-09-19 | 淮南矿业(集团)有限责任公司 | Anchor bolt support flexible locking structure |
| CN203475460U (en) * | 2013-07-29 | 2014-03-12 | 成都中交信达路桥工程有限公司 | Replaceable contact network pillar base |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060936A (en) * | 2017-12-15 | 2018-05-22 | 杭州富阳鸿祥技术服务有限公司 | A kind of top opening type anchor pole |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106120814B (en) | 2019-05-21 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190426 Address after: 512000 Jianhao Business Center 308, 268 Huimin North Road, Wujiang District, Shaoguan City, Guangdong Province Applicant after: Guangdong Juneng Construction Co., Ltd. Address before: 315700 Zhejiang province Ningbo County Xiangshan County wall head Town South Road Applicant before: Chen Suzhen |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |