CN213389772U - Bridge tunnel reinforcing member inserted sheet formula cementer - Google Patents
Bridge tunnel reinforcing member inserted sheet formula cementer Download PDFInfo
- Publication number
- CN213389772U CN213389772U CN202021981025.1U CN202021981025U CN213389772U CN 213389772 U CN213389772 U CN 213389772U CN 202021981025 U CN202021981025 U CN 202021981025U CN 213389772 U CN213389772 U CN 213389772U
- Authority
- CN
- China
- Prior art keywords
- base
- rope
- motor
- movable rod
- inserted sheet
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 12
- 230000001815 facial effect Effects 0.000 claims abstract description 11
- 239000011440 grout Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 11
- 239000007788 liquid Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000007858 starting material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229920002457 flexible plastic Polymers 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Images
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a bridge tunnel reinforcing member inserted sheet formula cementer, which comprises a base, the base facial make-up is equipped with grouting pump, the discharge end of grouting pump has installed the conveying pipeline, the base facial make-up is equipped with the support frame, the upper surface of support frame has installed the motor, the facial make-up of motor has the coiler, be connected with the rope through the rope fastening on the coiler, be equipped with the mouth of wearing on the support frame, rope one end is connected with the movable rod through the rope fastening, the lower surface of movable rod has installed the outer tube, the outer tube is worn out to one section of conveying pipeline, the slider has been installed at the both ends of movable rod, the both sides of support frame are equipped with the spout, the slider inserts in the spout, start the forward switch of motor, the motor drives the winder to wind the rope, drive the slider to slide in the spout, make the movable rod drive, the construction of constructors for higher positions is facilitated.
Description
Technical Field
The utility model belongs to the technical field of the bridge tunnel is consolidated, concretely relates to bridge tunnel is consolidated component inserted sheet formula cementer.
Background
With the rapid development of urban infrastructure construction, bridge tunnel rail transit also develops rapidly, but because of being influenced by factors such as geological structure, soil environment, operation seismic force, can have phenomenons such as collapse, relaxation deformation, settlement, for this reason, it is crucial to adopt the support reinforcement technique. Support reinforcement technique in domestic bridge tunnel at present adopts the installation steel sheet piece to support more, realizes the outrigger through the cooperation of reinforcing member and pipeline, and reinforcing member and pipeline cooperation back simultaneously can strengthen holistic intensity through the means of being in milk in order to be higher with whole toughness and intensity, adopt grouting equipment to grout to the pipe connection position.
A general bridge tunnel reinforcing member inserted sheet formula cementer is provided with a set of grouting pump, and the grouting pump carries to in the pipeline of required reinforcement through the output tube after extracting the thick liquid. Bridge tunnel reinforcement member inserted sheet formula cementer on the existing market is in the milk back, is easy to produce the bubble in the thick liquid, influences and consolidates the quality to be not convenient for carry out the grout operation to higher department, cause the construction operation inconvenient.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a bridge tunnel reinforcing member inserted sheet formula cementer to there is the problem of construction among the solution prior art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a bridge tunnel consolidates component inserted sheet formula cementer, the on-line screen storage device comprises a base, the base facial make-up is equipped with the grouting pump, the conveying pipeline has been installed to the discharge end of grouting pump, the base facial make-up is equipped with the support frame, the upper surface dress of support frame is equipped with the motor, the facial make-up of motor is equipped with the coiler, be connected with the rope through the rope fastening on the coiler, be equipped with the mouth of wearing on the support frame, the one end that the mouth of wearing out is worn out to the rope is connected with the movable rod through the rope fastening, the outer tube has been installed to the lower surface of movable rod, the outer tube is worn out to one section of conveying pipeline, the.
Preferably, the adapter is installed to the other end of conveying pipeline, grout pipe has been installed to the reposition of redundant personnel end of adapter.
Preferably, the base facial make-up is equipped with holds the thick liquid bucket, one side of holding the thick liquid bucket is equipped with the discharge gate, the discharge gate interpolation is equipped with the discharging pipe, the one end that the discharge gate was worn out to the discharging pipe is installed at the feed end of grouting pump.
Preferably, the base facial make-up is equipped with vibrating motor, vibrating motor's rotor facial make-up is equipped with fixed cover, fixed cover is built-in to be equipped with the joint, the vibrting spear has been installed to the one end of joint.
Preferably, the lower surface of the base is provided with a roller seat, and the base is provided with a control switch.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a bridge tunnel reinforcing member inserted sheet formula cementer, remove the device to the construction position through promoting the gyro wheel seat, open control switch, the forward switch of starter motor, the motor drives the coiler and carries out the rolling to the rope, it slides in the spout to drive the slider, make the movable rod drive outer tube and conveying pipeline upwards rise, after the construction height is reachd, start the grouting pump, grouting pump 2 takes out the back with the thick liquid that holds in thick liquid bucket 15, pump out through grouting pipe 14, carry out grouting operation to the construction region, make things convenient for the constructor to the construction of higher department.
The utility model provides a bridge tunnel reinforcing member inserted sheet formula cementer when carrying out the grout operation, starts vibrating motor, inserts the vibrting spear in the thick liquid for the bubble in the thick liquid is through vibrations collision breakage.
Drawings
Fig. 1 is a schematic front view of the present invention;
FIG. 2 is a cutaway schematic view of FIG. 1;
FIG. 3 is a schematic right-side view of FIG. 1;
fig. 4 is a sectional view of fig. 3.
In the figure: the device comprises a base 1, a grouting pump 2, a material conveying pipe 3, a supporting frame 4, a motor 5, a retractor 6, a rope 7, a through opening 8, a movable rod 9, an outer sleeve 10, a sliding block 11, a sliding chute 12, a switching joint 13, a grouting pipe 14, a grout storage barrel 15, a discharge opening 16, a discharge pipe 17, a vibrating motor 18, a fixed sleeve 19, a joint 20, a vibrating rod 21, a roller seat 22 and a control switch 23.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Referring to fig. 1, 2, 3 and 4, a bridge tunnel reinforcing member inserting type grouting device comprises a base 1, a grouting pump 2 is welded on the base 1, the model of the grouting pump 2 is ISG40-125, the input end of the grouting pump 2 is connected with the control end of a control switch 23 through an electric wire, a delivery pipe 3 is welded at the discharge end of the grouting pump 2, the delivery pipe 3 is made of a flexible plastic pipe material, a support frame 4 is welded on the base 1, a motor 5 is welded on the upper surface of the support frame 4, the motor 5 is a speed reducing motor, the model of the motor 5 is YE2-112M-4, the input end of the motor 5 is connected with the control end of the control switch 23 through an electric wire, a retractor 6 is welded on the motor 5, the model of the retractor 6 is JLCF-10, a rope 7 is connected on the retractor 6 through a rope buckle, the rope 7 is made of a steel wire rope, a, rope 7 wears out the one end of wearing mouthful 8 and is connected with movable rod 9 through the cable loop, the lower surface welding of movable rod 9 has outer tube 10, the inner wall of outer tube 10 is connected to one section interference of conveying pipeline 3, the welding of the both ends of movable rod 9 has slider 11, the wall is equipped with spout 12 around the inboard of support frame 4, slider 11 inserts in spout 12, the other end interference of conveying pipeline 3 is connected with adapter 13, adapter 13's reposition of redundant personnel end interference is connected with grout pipe 14, quantity is 4, grout pipe 14 is the stainless steel pipe material.
Referring to fig. 1 and 2 of the drawings, fig. 3 and 4, a slurry storage barrel 15 is welded on a base 1, a discharge hole 16 is formed in the right side of the slurry storage barrel 15, a discharge pipe 17 is welded in the discharge hole 16 in a seamless manner, one end of the discharge pipe 17, which penetrates out of the discharge hole 16, is connected to the feed end of a grouting pump 2 in an interference manner, a vibration motor 18 is welded on the base 1, the type of the vibration motor 18 is TRC28-60, the input end of the vibration motor 18 is connected with the control end of a control switch 23 through a wire, a fixed sleeve 19 is welded on a rotor of the vibration motor 18, a joint 20 is connected in the fixed sleeve 19 through a lock catch, a vibration rod 21 is welded at one end of the joint 20, the type of the vibration rod 21 is HW-B30, a roller seat 22 is welded on the lower surface of the base 1, the type of the roller seat 22 is J05S-222, the number of the roller seat is 4.
Remove the device to the construction position through promoting gyro wheel seat 22, open control switch 23, starter motor 5's forward switch, motor 5 drives the winder 6 and carries out the rolling to rope 7, it slides in spout 12 to drive slider 11, make movable rod 9 drive outer tube 10 and conveying pipeline 3 rise upwards, after reaching the construction height, start grouting pump 2, grouting pump 2 takes out the back with the thick liquid that holds in thick liquid bucket 15, pump out through grouting pipe 14, carry out the grout operation to the construction area, make things convenient for the constructor to the construction of higher department. While the grouting work is being performed, the vibration motor 18 is activated, and the vibration rod 21 is inserted into the grout, so that air bubbles in the grout are broken by vibration impact.
Claims (5)
1. The utility model provides a bridge tunnel reinforcement member inserted sheet formula cementer, includes base (1), its characterized in that: the base (1) is provided with a grouting pump (2), the discharge end of the grouting pump (2) is provided with a material conveying pipe (3), a supporting frame (4) is arranged on the base (1), a motor (5) is arranged on the upper surface of the supporting frame (4), a coiler (6) is arranged on the motor (5), a rope (7) is connected on the coiler (6) through a rope buckle, a through opening (8) is arranged on the supporting frame (4), one end of the rope (7) penetrating through the through opening (8) is connected with a movable rod (9) through a rope buckle, the lower surface of the movable rod (9) is provided with an outer sleeve (10), one section of the material conveying pipe (3) penetrates out of the outer sleeve (10), the two ends of the movable rod (9) are provided with sliding blocks (11), sliding grooves (12) are formed in the two sides of the supporting frame (4), and the sliding blocks (11) are inserted into the sliding grooves (12).
2. The bridge tunnel reinforcement member inserted sheet type grouting device according to claim 1, characterized in that: adapter (13) have been installed to the other end of conveying pipeline (3), grout pipe (14) have been installed to the reposition of redundant personnel end of adapter (13).
3. The bridge and tunnel reinforcing member inserting type grouting device according to claim 1, characterized in that a slurry storage barrel (15) is arranged on the base (1), a discharge hole (16) is formed in one side of the slurry storage barrel (15), a discharge pipe (17) is inserted into the discharge hole (16), and one end, penetrating out of the discharge hole (16), of the discharge pipe (17) is installed at a feed end of the grouting pump (2).
4. The bridge tunnel reinforcement member inserted sheet type grouting device according to claim 3, characterized in that: the base (1) facial make-up is equipped with vibrating motor (18), the rotor facial make-up of vibrating motor (18) is equipped with fixed cover (19), fixed cover (19) built-in joint (20) that is equipped with, vibrting spear (21) have been installed to the one end of joint (20).
5. The bridge and tunnel reinforcing member inserting type grouting device according to claim 4, characterized in that; the lower surface of the base (1) is provided with a roller seat (22), and the base (1) is provided with a control switch (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021981025.1U CN213389772U (en) | 2020-09-11 | 2020-09-11 | Bridge tunnel reinforcing member inserted sheet formula cementer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021981025.1U CN213389772U (en) | 2020-09-11 | 2020-09-11 | Bridge tunnel reinforcing member inserted sheet formula cementer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213389772U true CN213389772U (en) | 2021-06-08 |
Family
ID=76216043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021981025.1U Expired - Fee Related CN213389772U (en) | 2020-09-11 | 2020-09-11 | Bridge tunnel reinforcing member inserted sheet formula cementer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213389772U (en) |
-
2020
- 2020-09-11 CN CN202021981025.1U patent/CN213389772U/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: 20210608 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |