CN217053505U - Deviational survey pipe conveyor in steel reinforcement cage - Google Patents
Deviational survey pipe conveyor in steel reinforcement cage Download PDFInfo
- Publication number
- CN217053505U CN217053505U CN202220879685.1U CN202220879685U CN217053505U CN 217053505 U CN217053505 U CN 217053505U CN 202220879685 U CN202220879685 U CN 202220879685U CN 217053505 U CN217053505 U CN 217053505U
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- roller
- deviational survey
- rocker
- sleeve
- 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
- 230000002787 reinforcement Effects 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 26
- 239000010959 steel Substances 0.000 title claims abstract description 26
- 239000003351 stiffener Substances 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a deviational survey pipe conveying device in a reinforcement cage, which comprises a roller train, a supporting frame, a hanging rod and a reinforcement hook; the roller train is connected with fixing nut through two connecting rods, the support frame includes two connecting rods, is equipped with the stiffener in the middle of the connecting rod, be fixed with two hollow sleeves on the stiffener, be equipped with the little thin jib that can reciprocate in the sleeve and fix through the rocker of screwing, the jib top is provided with spherical dead slot, and inside is equipped with spherical universal joint and links to each other with the rebar hook. The utility model discloses do not need the manual work to lift the fortune, can move preset position in that the steel reinforcement cage is inside and hang it and carry the deviational survey pipe on the steel reinforcement cage again, changed original mounting means, greatly reduced installer's the operation degree of difficulty, improved the installation effectiveness of deviational survey pipe.
Description
Technical Field
The utility model relates to an inclinometer pipe installation technical field, concretely relates to inclinometer pipe conveyor in steel reinforcement cage.
Background
In underground engineering, the inclinometer pipe can be used for monitoring the deep lateral displacement of a containment wall body, and the inclinometer in the containment wall body is generally used in containment forms such as an underground continuous wall, a concrete filling pile, a cement-soil mixing pile, a profile steel-cement-soil composite mixing pile and the like at present. Before the steel reinforcement cage is hoisted, the inclinometer pipe is lengthened to the designed length, bound on the steel reinforcement and placed into the groove (pile hole) together with the steel reinforcement cage. According to the installation requirement of the inclinometer pipe, the inclinometer pipe is fixed inside the steel reinforcement cage through direct binding, before binding, the inclinometer pipe with the length of tens of meters needs to be lifted and fed into the steel reinforcement cage through manpower, and because the inside of the steel reinforcement cage is blocked by stirrups, reinforcing ribs and the like, the original manual lifting and feeding method is extremely laborious, a plurality of technicians are required to be matched for lifting and feeding simultaneously, the lifting and feeding difficulty is in direct proportion to the binding length, and the longer the inclinometer pipe is, the more the inclinometer pipe is lifted and fed. Therefore, an urgent need exists in the art to provide a device for conveying inclinometers in a reinforcement cage.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a deviational survey pipe conveyor in steel reinforcement cage for solve the above-mentioned all kinds of problems that exist when current deviational survey pipe stretches into steel reinforcement cage, carry the deviational survey pipe through removing preset position in that steel reinforcement cage is inside to hang it on steel reinforcement cage again, changed original mounting means, greatly reduced installer's the operation degree of difficulty, improved the installation effectiveness of deviational survey pipe.
In order to solve the technical problem, the utility model discloses a following technical scheme realizes:
a deviational survey pipe conveyor in steel reinforcement cage, including roller train, supporting arm, jib and steel reinforcement hook; the roller train is connected with fixing nut through two connecting rods, the support frame includes two connecting rods, is equipped with the stiffener in the middle of the connecting rod, be fixed with two hollow sleeves on the stiffener, be equipped with the little thin jib that can reciprocate in the sleeve and fix through the rocker of screwing, the jib top is provided with spherical dead slot, and inside is equipped with spherical universal joint and links to each other with the rebar hook.
In the technical scheme, the roller group comprises two identical rollers, the two ends of each roller are travelling wheels and rotate through an inner roller shaft and a bearing, the middle of each roller is waist-shaped, and a groove matched with the outer edge of the inclinometer pipe is formed in the center of each roller.
In the technical scheme, the roller group is made of PVC.
In the technical scheme, the traveling wheel is wrapped by a layer of EVA material.
In the technical scheme, the screwing rocker comprises a screwing screw penetrating into the sleeve and a rocker fixed with the screwing screw, and a handle is mounted on the rocker.
In the technical scheme, the top end of the sleeve and the bottom end of the suspender are both fixed with circular rings, and the diameter of the outer ring of the circular ring at the bottom end of the suspender is larger than that of the inner ring of the circular ring at the top end of the sleeve so as to prevent the suspender from being pulled out.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
(1) the utility model discloses do not need the manual work to lift the fortune, can move preset position in steel reinforcement cage inside and hang it and carry the deviational survey pipe on steel reinforcement cage again, changed original mounting means, greatly reduced installer's the operation degree of difficulty, improved the installation effectiveness of deviational survey pipe.
(2) The steel bar hook can be randomly and adaptively adjusted and rotated through the spherical universal joint on the steel bar hook, so that the steel bar hook is adaptive to steel bars with different intervals and diameters.
(3) After the deviational survey pipe is carried in the assistance and the completion installation, convenient to detach and recovery, manpower and material low cost, convenient popularization.
Drawings
Fig. 1 is a front schematic structural view of the present invention;
FIG. 2 is a schematic side view of the present invention;
fig. 3 is a schematic top view of the present invention;
FIG. 4 is a schematic view of the roller train structure of the present invention;
fig. 5 is a schematic view of the structure of the screwing rocker of the present invention;
fig. 6 is an installation schematic of the embodiment.
The drawings are numbered as follows: 1. a roller group; 1-1, a traveling wheel; 1-2, roller shaft; 1-3, bearing; 1-4, a groove; 2. a support frame; 3. a connecting rod; 4. fixing a nut; 5. a reinforcing rod; 6. a sleeve; 7. a boom; 8. screwing the rocker; 8-1 screwing the screw; 8-2, a rocker; 8-3, a handle; 9. a ball joint; 10. steel bar hooks; 11. an inclinometer pipe; 12. hooping; 13. and (7) main ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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 efforts all belong to the protection scope of the present invention.
As shown in fig. 1, 2 and 3, the device for conveying the inclinometer tube in the reinforcement cage comprises a roller set 1, a support frame 2, a suspender 7 and a reinforcement hook 10; roller train 1 is connected through two connecting rods 3 and fixation nut 4, support frame 2 includes two connecting rods 3, is equipped with stiffener 5 in the middle of the connecting rod 3, be fixed with two hollow sleeves 6 on the stiffener 5, be equipped with the little thin jib 7 that can reciprocate in the sleeve 6 and fix through the rocker 8 of screwing, jib 7 top is provided with spherical dead slot, and inside is equipped with spherical universal joint 9 and links to each other with rebar hook 10. The top end of the sleeve 6 and the bottom end of the suspender 7 are both fixed with circular rings, and the diameter of the outer ring of the circular ring at the bottom end of the suspender 7 is larger than that of the inner ring of the circular ring at the top end of the sleeve 6, so that the suspender 7 is prevented from being pulled out.
As shown in fig. 4, the roller set 1 includes two identical rollers, two ends of the rollers are traveling wheels 1-1, and the rollers rotate through an inner roller shaft 1-2 and a bearing 1-3, the middle of the roller is waist-shaped, a groove 1-4 matching with an outer edge of the inclinometer is arranged in the center of the roller, the roller set 1 is made of PVC, and the traveling wheels 1-1 are wrapped with a layer of EVA material.
As shown in figure 5, the screwing rocker 8 comprises a screwing screw 8-1 penetrating into the sleeve 6 and a rocker 8-2 fixed with the screwing screw 8-1, and a handle 8-3 is arranged on the rocker 8-2.
The using method comprises the following steps: (1) the length of the suspender 7 is adjusted to be proper in advance by comparing the sizes of the reinforcement cage and the inclinometer pipe, and the suspender is fixed by screwing the rocker 8; (2) the utility model is sent into a reinforcement cage, and is guided by external force (usually a long rod with a hook) to advance to a preset position in the reinforcement cage through a traveling wheel 1-1 of a roller group 1, and then is suspended in the reinforcement cage through a reinforcement hook 10 by external force, and one utility model is installed every two meters; (3) place the deviational survey pipe that splices on roller train 1, directly towards the propelling movement inside, the back that targets in place is carried to the deviational survey pipe, takes off rebar hook 10 from the steel reinforcement cage, makes the utility model discloses drop, see off it with the help of external force guide again.
It should be noted that, for the sake of easy description, spatially relative terms such as "upper", "lower", "left", "right", and the like are used in the embodiments to describe a relationship of one element or feature with respect to another element or feature shown in the drawings. It will be understood that the spatial terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various 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 (6)
1. The utility model provides a deviational survey pipe conveyor in steel reinforcement cage which characterized in that: comprises a roller group (1), a support frame (2), a suspender (7) and a rebar hook (10); roller train (1) is connected through two connecting rods (3) and fixation nut (4), support frame (2) are equipped with stiffener (5) including two connecting rods (3) in the middle of connecting rod (3), be fixed with two hollow sleeves (6) on stiffener (5), are equipped with slightly thin jib (7) that can reciprocate in sleeve (6) and fix through rocker (8) of screwing, and jib (7) top is provided with spherical dead slot, and inside is equipped with spherical universal joint (9) and links to each other with rebar hook (10).
2. The inclinometer conveying device in a reinforcement cage of claim 1, wherein: the roller group (1) comprises two identical rollers, two ends of each roller are provided with a travelling wheel (1-1) and rotate through an inner roller shaft (1-2) and a bearing (1-3), the middle of each roller is waist-shaped, and a groove (1-4) matched with an outer edge of the inclinometer pipe is formed in the center of each roller.
3. The device of claim 1, wherein the device comprises: the roller group (1) is made of PVC.
4. The device of claim 2, wherein the deviational survey pipe conveying device in the reinforcement cage is characterized in that: the traveling wheel (1-1) is wrapped with a layer of EVA material.
5. The inclinometer conveying device in a reinforcement cage of claim 1, wherein: the screwing rocker (8) comprises a screwing screw (8-1) penetrating into the sleeve (6) and a rocker (8-2) fixed with the screwing screw (8-1), and a handle (8-3) is arranged on the rocker (8-2).
6. The device of claim 1, wherein the device comprises: the top end of the sleeve (6) and the bottom end of the suspender (7) are both fixed with circular rings, and the diameter of the outer ring of the circular ring at the bottom end of the suspender (7) is larger than that of the inner ring of the circular ring at the top end of the sleeve (6) so as to prevent the suspender (7) from being pulled out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220879685.1U CN217053505U (en) | 2022-04-17 | 2022-04-17 | Deviational survey pipe conveyor in steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220879685.1U CN217053505U (en) | 2022-04-17 | 2022-04-17 | Deviational survey pipe conveyor in steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217053505U true CN217053505U (en) | 2022-07-26 |
Family
ID=82473800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220879685.1U Expired - Fee Related CN217053505U (en) | 2022-04-17 | 2022-04-17 | Deviational survey pipe conveyor in steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217053505U (en) |
-
2022
- 2022-04-17 CN CN202220879685.1U patent/CN217053505U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207194917U (en) | A kind of shape steel tube curtain structure for tunnel advanced support | |
| CN111362118A (en) | Tool for vertically hoisting and installing pipeline and hoisting method thereof | |
| CN217053505U (en) | Deviational survey pipe conveyor in steel reinforcement cage | |
| CN217105096U (en) | Deep well support wall concrete pouring and distributing system | |
| CN112193984B (en) | Steel reinforcement cage lifting and fixing device and steel reinforcement cage lifting method | |
| CN213893292U (en) | Platform is deposited to portable reinforcing bar | |
| CN215482893U (en) | Pile foundation steel reinforcement cage side pushing type controller | |
| CN214579364U (en) | Portable hydraulic pressure pipeline supports protection device | |
| CN213653457U (en) | Steel reinforcement cage lifts by crane and mounting structure | |
| CN112195913B (en) | Positioning device for reinforcement cage in mountain construction process and construction method thereof | |
| CN208166512U (en) | A kind of descending frame for the installation of great diameter and long steel reinforcement cage | |
| CN108644471B (en) | Pipeline sliding transportation structure system on large-area water area and construction method thereof | |
| CN112478806A (en) | Reinforcing bar handling device for building site | |
| CN112813777A (en) | Material distribution device for municipal road engineering kerbstone and kerbstone construction method | |
| CN217536919U (en) | Device of underground continuous wall steel reinforcement cage support | |
| CN202766094U (en) | Hoisting clamp for steel reinforcement cage | |
| CN212289878U (en) | Simple device for transportation and construction of prefabricated ditch cable groove of railway roadbed | |
| CN112456358B (en) | Pipeline translation lifting device suitable for membrane bag method barrage and operation method | |
| CN215558330U (en) | Hanging tool for concrete pipe pile | |
| CN212503687U (en) | Horizontal conveying device for large spiral steel pipes | |
| CN216471910U (en) | Large-diameter pipeline installation structure in narrow space | |
| CN214940069U (en) | Recoverable muscle device that hangs of pile foundation engineering steel reinforcement cage | |
| CN214879617U (en) | Green construction portal of sewage pipe | |
| CN213572054U (en) | Automatic unhooking device for underground water well retaining wall installation and device thereof | |
| CN216893413U (en) | Industry platform for concrete cylinder construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20220726 |