CN216196716U - High wall concrete auxiliary device that vibrates - Google Patents

High wall concrete auxiliary device that vibrates Download PDF

Info

Publication number
CN216196716U
CN216196716U CN202122675327.7U CN202122675327U CN216196716U CN 216196716 U CN216196716 U CN 216196716U CN 202122675327 U CN202122675327 U CN 202122675327U CN 216196716 U CN216196716 U CN 216196716U
Authority
CN
China
Prior art keywords
rod
positioning
vibrating
rods
standard
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.)
Active
Application number
CN202122675327.7U
Other languages
Chinese (zh)
Inventor
吴刚
闫军盈
高正绪
王成志
许智超
王泽宽
高国石
翁小强
常林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohydro Bureau 3 Co Ltd
Original Assignee
Sinohydro Bureau 3 Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sinohydro Bureau 3 Co Ltd filed Critical Sinohydro Bureau 3 Co Ltd
Priority to CN202122675327.7U priority Critical patent/CN216196716U/en
Application granted granted Critical
Publication of CN216196716U publication Critical patent/CN216196716U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model discloses a high-wall concrete vibrating auxiliary device which comprises a positioning piece and a lifting rod, wherein the positioning piece is used for positioning a vibrating rod and a vibrating rod flexible shaft, the lifting rod is used for lifting the positioning piece, the positioning piece comprises a bottom positioning rod arranged at the joint position of the vibrating rod and the vibrating rod flexible shaft, and a plurality of standard positioning rods which are sequentially arranged on the upper side of the bottom positioning rod from bottom to top and are positioned on the outer side of the vibrating rod flexible shaft, locking nuts are arranged on the lower sides of two sides of each standard positioning rod, and a plurality of through holes matched with the lifting rod are formed in the side wall of the bottom of each standard positioning rod along the length direction. The vibrating rod flexible shaft is limited between the wall reinforcing meshes on two sides by the bottom positioning rod and the standard positioning rods which are sequentially arranged on the upper side of the bottom positioning rod from bottom to top, so that the phenomena of floating rods, blocking rods and the like can be effectively avoided, the vibrating rod flexible shaft has strong superiority in high-wall concrete pouring and vibrating construction, and the problems of high vibrating difficulty and the like caused by large height difference and limited space in the high-wall concrete pouring process are solved.

Description

High wall concrete auxiliary device that vibrates
Technical Field
The utility model belongs to the technical field of high-wall concrete vibration, and particularly relates to a high-wall concrete vibration auxiliary device.
Background
In the high wall construction in the building engineering, for the construction convenience, the mode of layered pouring is mostly adopted, the layered height is generally not more than 3m, but for structures such as reinforced concrete pools, docks, municipal pipe galleries and the like, the wall body is usually designed to be smaller in thickness, and in consideration of leakage prevention, horizontal construction joints are often required to be reduced as much as possible, and the single-layer pouring height is higher. Under this kind of construction condition, if adopt the direct vibration of conventional bayonet flexible axle vibrating rod, then easily appear the stick that wafts (the vibrating rod takes place the slope when falling to the concrete face, leads to the vibrating rod to fail to insert to the design depth and the phenomenon that leaks to shake appears), card stick (the vibrating rod takes place the slope and inserts behind the wall body reinforcing bar net phenomenon wherein by card) phenomenons etc. cause the effect of vibrating uncontrollable, direct influence concrete placement quality, and the operation degree of difficulty is big.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a high-wall concrete vibrating auxiliary device aiming at the defects in the prior art, the device is novel and reasonable in design, a vibrating rod flexible shaft is limited between wall body reinforcing meshes on two sides by adopting a bottom positioning rod and a plurality of standard positioning rods which are sequentially arranged on the upper side of the bottom positioning rod from bottom to top, the phenomena of floating rods, blocking rods and the like can be effectively avoided, the vibrating quality can be effectively controlled, the device has strong superiority in high-wall concrete pouring and vibrating construction, the problems of large vibrating difficulty and the like caused by large height difference and limited space in the high-wall concrete pouring process are solved, and the device is convenient to popularize and use.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides a high wall concrete auxiliary device that vibrates which characterized in that: comprises a positioning piece for positioning the vibrating rod and the vibrating rod flexible shaft and a lifting rod for lifting the positioning piece, the positioning piece comprises a bottom positioning rod arranged at the joint position of the vibrating rod and the vibrating rod flexible shaft and a plurality of standard positioning rods which are sequentially arranged at the upper side of the bottom positioning rod from bottom to top and are positioned at the outer side of the vibrating rod flexible shaft, bottom locating lever and standard locating lever are C type locating lever, the both sides top of bottom locating lever and the both sides top of standard locating lever all are provided with the connecting plate, and the both sides downside of standard locating lever all is provided with lock nut, and bottom locating lever and standard locating lever and two adjacent standard locating levers all are connected through lock nut, and standard locating lever has seted up a plurality ofly on length direction's the tank bottom lateral wall and has been connected with lifting rod complex through-hole, and the bottom of bottom locating lever is provided with spacing positioning ring of stick that shakes.
Foretell high wall concrete auxiliary device that vibrates, its characterized in that: the positioning piece is connected with the supports on the two sides outside the template through the supporting rods.
Foretell high wall concrete auxiliary device that vibrates, its characterized in that: connecting through holes are formed in the connecting plate, the connecting plate stretches into the standard positioning rod on the upper portion, and the locking nut sequentially penetrates through the side wall of the standard positioning rod and the connecting through holes to be connected with the bottom positioning rod and the standard positioning rod or to be connected with two adjacent standard positioning rods.
Foretell high wall concrete auxiliary device that vibrates, its characterized in that: and a plurality of binding wires are bound on the outer side of the standard positioning rod along the length direction.
Foretell high wall concrete auxiliary device that vibrates, its characterized in that: the utility model discloses a steel bar net, including two wall body reinforcing bar nets, the support top is provided with the guide piece that is used for the direction setting element, the guide piece includes that two are the leg joint's of the outer both sides of parallel state and template steel pipes that are the parallel state setting on two counter-pull rods and two, two steel pipe tops are provided with the upper portion deflector, the standard positioning pole outside cover that is located the top is equipped with the guide bar, the guide bar passes the clearance between upper portion deflector and two steel pipes and stretches into to between two wall body reinforcing bar nets, the outside cover of guide bar downside is equipped with the lower part deflector, the upper portion deflector passes through eave tile bolt and steel pipe fixed connection, the guide bar is C type guide bar, rectangular hole has been seted up on the lateral wall of C type guide bar upper portion tank bottom.
Compared with the prior art, the utility model has the following advantages:
1. the vibrating rod flexible shaft is limited between the wall reinforcing meshes on two sides by the bottom positioning rod and the standard positioning rods sequentially arranged on the upper side of the bottom positioning rod from bottom to top, and the bottom positioning rod and the standard positioning rods sequentially arranged on the upper side of the bottom positioning rod from bottom to top are made of rigid materials and cannot be bent, so that the vibrating rod flexible shaft is positioned, and the vibrating rod flexible shaft is convenient to popularize and use.
2. The bottom positioning rod, the standard positioning rod and the two adjacent standard positioning rods are connected through the locking nuts, assembly is simple, high-wall concrete auxiliary vibration is met, the side wall of the bottom of the standard positioning rod in the length direction is provided with the through holes matched with the lifting rods, an operator can lift the vibrating rod and the vibrating rod flexible shaft conveniently, the bottom positioning rod and the standard positioning rod are C-shaped positioning rods, dead weight is reduced as much as possible on the premise that stress requirements are met, actual operation is facilitated, reliability and stability are achieved, and using effect is good.
3. The utility model has novel and reasonable design, can effectively avoid the phenomena of floating bars, clamping bars and the like, can effectively control the vibration quality, has strong superiority in high-wall concrete pouring and vibration construction, solves the problems of high vibration difficulty and the like caused by large height difference and limited space in the high-wall concrete pouring process, and is convenient for popularization and use.
In conclusion, the vibrating bar flexible shaft is limited between the wall reinforcing meshes on two sides by the bottom positioning rod and the plurality of standard positioning rods which are sequentially arranged on the upper side of the bottom positioning rod from bottom to top, so that the phenomena of floating bars, blocking bars and the like can be effectively avoided, the vibrating quality can be effectively controlled, the vibrating bar flexible shaft has strong superiority in high-wall concrete pouring and vibrating construction, the problems of high vibrating difficulty and the like caused by large height difference and limited space in the high-wall concrete pouring process are solved, and the vibrating bar flexible shaft is convenient to popularize and use.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a diagram showing a state of use of embodiment 1 of the present invention.
Fig. 2 is a usage state diagram of embodiment 2 of the present invention.
FIG. 3 is a schematic view showing the relationship between the positioning member and the flexible shaft and the vibrating rod of the present invention.
FIG. 4 is a schematic structural view of a bottom positioning rod according to the present invention.
FIG. 5 is a schematic structural diagram of a standard alignment rod of the present invention.
Fig. 6 is a schematic view of the structure of the guide member of the present invention.
Fig. 7 is a right side view of fig. 6.
Description of reference numerals:
1-casting concrete in situ; 2-wall reinforcing mesh; 3, vibrating a tamper;
4-vibrating rod flexible shaft; 5, positioning parts; 5-1-bottom positioning rod;
5-2-standard positioning rod; 5-3-locking nut; 5-4-through holes;
5-connecting plate; 5-6-a positioning ring; 6-a guide member;
6-1-a counter pull rod; 6-2-guide bar; 6-3-lower guide plate;
6-4-upper guide plate; 6-5-steel tube; 6-hook bolt;
6-7-long holes; 7-lifting the rod; 8, a bracket;
9-support bar.
Detailed Description
Example 1
As shown in the figures 1 and 3-5, the vibrating rod positioning device comprises a positioning piece 5 for positioning a vibrating rod 3 and a vibrating rod flexible shaft 4 and a lifting rod 7 for lifting the positioning piece 5, wherein the positioning piece 5 comprises a bottom positioning rod 5-1 arranged at the joint position of the vibrating rod 3 and the vibrating rod flexible shaft 4 and a plurality of standard positioning rods 5-2 which are sequentially arranged on the upper side of the bottom positioning rod 5-1 from bottom to top and positioned on the outer side of the vibrating rod flexible shaft 4, the bottom positioning rod 5-1 and the standard positioning rod 5-2 are C-shaped positioning rods, the tops of two sides of the bottom positioning rod 5-1 and the tops of two sides of the standard positioning rod 5-2 are respectively provided with a connecting plate 5-5, the lower sides of two sides of the standard positioning rod 5-2 are respectively provided with a locking nut 5-3, and the bottoms of the bottom positioning rod 5-1 and the standard positioning rod 5-2 are respectively provided with a connecting plate 5-5, And two adjacent standard positioning rods 5-2 are connected through locking nuts 5-3, a plurality of through holes 5-4 matched with the lifting rods 7 are formed in the side wall of the bottom of each standard positioning rod 5-2 along the length direction, and positioning rings 5-6 for limiting the vibrating rod 3 are arranged at the bottoms of the bottom positioning rods 5-1.
The vibrating rod flexible shaft is limited between the wall reinforcing meshes on two sides by adopting a bottom locating rod and a plurality of standard locating rods which are sequentially arranged on the upper side of the bottom locating rod from bottom to top, and the bottom locating rod and the standard locating rods which are sequentially arranged on the upper side of the bottom locating rod from bottom to top are made of rigid materials and cannot be bent, so that the vibrating rod flexible shaft is located; the bottom positioning rod 5-1 and the standard positioning rod 5-2 and the two adjacent standard positioning rods 5-2 are connected through a locking nut 5-3, the assembly is simple, the requirement for high-wall concrete auxiliary vibration is met, a plurality of through holes 5-4 matched with the lifting rod 7 are formed in the side wall of the bottom of the standard positioning rod 5-2 along the length direction, an operator can conveniently lift the vibrating rod and the vibrating rod flexible shaft, the bottom positioning rod 5-1 and the standard positioning rod 5-2 are C-shaped positioning rods, and the dead weight is reduced as much as possible on the premise that the emphasizing requirement is met, so that the actual operation is facilitated; the high-wall concrete vibrating device can effectively avoid the phenomena of floating bars, clamping bars and the like, can effectively control the vibrating quality, has strong superiority in high-wall concrete pouring and vibrating construction, and solves the problems of large vibrating difficulty and the like caused by large height difference and limited space in the high-wall concrete pouring process.
In this embodiment, the positioning member 5 is connected to the brackets 8 at two sides of the exterior of the formwork through a support rod 9.
In the embodiment, the connecting plate 5-5 is provided with a connecting through hole, the connecting plate 5-5 extends into the standard positioning rod 5-2 at the upper part, and the locking nut 5-3 sequentially penetrates through the side wall of the standard positioning rod 5-2 and the connecting through hole to connect the bottom positioning rod 5-1 and the standard positioning rod 5-2, or connect two adjacent standard positioning rods 5-2.
In this embodiment, a plurality of binding wires are bound to the outer side of the standard positioning rod 5-2 along the length direction.
When the vibrating-tamping bar 3 and the vibrating-tamping bar flexible shaft 4 need to be lifted, the support rods 9 are disassembled, the lifting rods 7 are matched with the through holes 5-4, the positioning piece 5, the vibrating-tamping bar 3 and the vibrating-tamping bar flexible shaft 4 are pulled upwards, after the vibrating-tamping bar 3 and the vibrating-tamping bar flexible shaft 4 are lifted in place, the positioning piece 5 is fixed on the support frames 8 on the two sides outside the formwork again through the support rods 9, the cast-in-place concrete 1 is poured, and finally the vibrating-tamping bar 3 is started to vibrate the cast-in-place concrete 1.
Example 2
As shown in fig. 2, fig. 6 and fig. 7, this embodiment is different from embodiment 1 in that a guide 6 for guiding a positioning element 5 is disposed on the top of the bracket 8, the guide 6 includes two tie rods 6-1 connected in parallel with the bracket 8 on both sides outside the formwork and two steel pipes 6-5 disposed in parallel on the two tie rods 6-1, an upper guide plate 6-4 is disposed on the top of the two steel pipes 6-5, a guide rod 6-2 is sleeved outside the standard positioning rod 5-2 on the top, the guide rod 6-2 passes through a gap between the upper guide plate 6-4 and the two steel pipes 6-5 and extends into between the two wall steel bar meshes 2, a lower guide plate 6-3 is sleeved outside the lower side of the guide rod 6-2, the upper guide plate 6-4 is fixedly connected with the steel pipes 6-5 through hook bolts 6-6, the guide rod 6-2 is a C-shaped guide rod, and the side wall of the bottom of the upper groove of the C-shaped guide rod is provided with a long hole 6-7.
It should be noted that when the high wall is a thin-wall, the space between the wall reinforcing mesh 2 is small, the guide piece 6 needs to be equipped, the vertical insertion direction of the vibrating rod can be effectively controlled, and further the phenomena of rod clamping and the like can be effectively avoided, the guide rod 6-2 is limited between the two wall reinforcing mesh 2 by the upper guide plate 6-4, the lower guide plate 6-3 and the two steel pipes 6-5, the lifting rod 7 passes through the through hole 5-4 to move upwards in the elongated hole 6-7, the positioning piece 5, the vibrating rod 3 and the vibrating rod flexible shaft 4 are pulled upwards, and the using effect is good.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.

Claims (5)

1. The utility model provides a high wall concrete auxiliary device that vibrates which characterized in that: the vibrating rod positioning device comprises a positioning piece (5) used for positioning a vibrating rod (3) and a vibrating rod flexible shaft (4) and a lifting rod (7) used for lifting the positioning piece (5), wherein the positioning piece (5) comprises a bottom positioning rod (5-1) arranged at the joint position of the vibrating rod (3) and the vibrating rod flexible shaft (4) and a plurality of standard positioning rods (5-2) which are sequentially arranged on the upper side of the bottom positioning rod (5-1) from bottom to top and are positioned on the outer side of the vibrating rod flexible shaft (4), the bottom positioning rod (5-1) and the standard positioning rods (5-2) are C-shaped positioning rods, connecting plates (5-5) are arranged at the tops of two sides of the bottom positioning rod (5-1) and the tops of two sides of the standard positioning rod (5-2), and locking nuts (5-3) are arranged at the lower sides of the two sides of the standard positioning rod (5-2), the bottom positioning rod (5-1), the standard positioning rod (5-2) and two adjacent standard positioning rods (5-2) are connected through locking nuts (5-3), a plurality of through holes (5-4) matched with the lifting rod (7) are formed in the side wall of the bottom of the standard positioning rod (5-2) in the length direction, and a positioning ring (5-6) for limiting the vibrating rod (3) is arranged at the bottom of the bottom positioning rod (5-1).
2. A high wall concrete vibrating aid as claimed in claim 1, wherein: the positioning piece (5) is connected with the supports (8) on the two sides outside the template through a support rod (9).
3. A high wall concrete vibrating aid as claimed in claim 1, wherein: the connecting plate (5-5) is provided with a connecting through hole, the connecting plate (5-5) extends into the standard positioning rod (5-2) at the upper part, and the locking nut (5-3) sequentially penetrates through the side wall of the standard positioning rod (5-2) and the connecting through hole to be connected with the bottom positioning rod (5-1) and the standard positioning rod (5-2) or connected with two adjacent standard positioning rods (5-2).
4. A high wall concrete vibrating aid as claimed in claim 1, wherein: a plurality of binding wires are bound on the outer side of the standard positioning rod (5-2) along the length direction.
5. A high wall concrete vibrating aid as claimed in claim 1, wherein: the guide device is characterized in that a guide piece (6) used for guiding the positioning piece (5) is arranged at the top of the support (8), the guide piece (6) comprises two opposite pull rods (6-1) which are in parallel and connected with the support (8) on the two sides outside the template and two steel pipes (6-5) which are in parallel and arranged on the two opposite pull rods (6-1), upper guide plates (6-4) are arranged at the tops of the two steel pipes (6-5), guide rods (6-2) are sleeved outside standard positioning rods (5-2) at the tops, the guide rods (6-2) penetrate through gaps between the upper guide plates (6-4) and the two steel pipes (6-5) and extend into the space between the two wall body steel bar nets (2), lower guide plates (6-3) are sleeved outside the lower sides of the guide rods (6-2), and the upper guide plates (6-4) and the steel pipes (6-5) are connected through hook head bolts (6-6) 5) The guide rods (6-2) are fixedly connected and are C-shaped, and the side wall of the bottom of the upper groove of each C-shaped guide rod is provided with a long hole (6-7).
CN202122675327.7U 2021-11-01 2021-11-01 High wall concrete auxiliary device that vibrates Active CN216196716U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122675327.7U CN216196716U (en) 2021-11-01 2021-11-01 High wall concrete auxiliary device that vibrates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122675327.7U CN216196716U (en) 2021-11-01 2021-11-01 High wall concrete auxiliary device that vibrates

Publications (1)

Publication Number Publication Date
CN216196716U true CN216196716U (en) 2022-04-05

Family

ID=80900759

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122675327.7U Active CN216196716U (en) 2021-11-01 2021-11-01 High wall concrete auxiliary device that vibrates

Country Status (1)

Country Link
CN (1) CN216196716U (en)

Similar Documents

Publication Publication Date Title
CN113802834B (en) Thin-wall concrete high wall construction method
CN110409319A (en) A kind of cast-in-place floorings bracket of large span steel reinforced concrete combination beam and construction method
CN216196716U (en) High wall concrete auxiliary device that vibrates
CN108086674A (en) A kind of roof boarding hangs the construction method of mould and roof boarding
CN210918296U (en) Square steel pipe sleeve fixing device
CN208294079U (en) A kind of detachable set shaped steel formwork concrete operating platform
CN216664766U (en) Assembled parapet that cornices
CN206070404U (en) Oblique formwork support structure at the section haunch of box culvert top
CN209653442U (en) Bracket for service sleeve
CN115126140A (en) Hollow floor light solid box body assembly and hollow floor structure thereof
CN210134641U (en) Construction structures is pour to concrete link plate secondary under roof beam
CN211007648U (en) Cast-in-place reinforced concrete pond inflation post-cast reinforcing band formwork system
CN210530314U (en) Formwork frame is pour to steel concrete combination shear wall T type node
CN209568359U (en) A kind of falsework for the construction of outer-enwraped type Guard fence base
CN214883862U (en) Reinforcement system of piping lane wall body axillary angle concrete placement template
JP4130810B2 (en) Construction method of water structure
CN220665973U (en) Simply supported beam construction structure of municipal road and bridge
CN218757573U (en) Large-thickness concrete raft construction device
CN216474467U (en) Device for quickly fixing prestressed corrugated pipe
CN216042596U (en) A template reinforced structure for thin-wall high wall
CN215889381U (en) Construction system for carrying out concrete pouring on steel pipe column in advance without dismantling sealing plate
CN212452265U (en) Pier column and pier
CN114293586B (en) Use method of high-low photovoltaic panel pouring structure for mountain environment
CN211621636U (en) Reinforcing apparatus is used in construction of water conservancy diversion cofferdam
CN220394295U (en) Prefabricated box girder wet joint hanging die fixing device convenient to construct

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant