CN206158195U - Concrete placement vibration system - Google Patents

Abstract

The utility model discloses a concrete placement vibration system, guide rail including transversely locating the template upper end is organized, is pour device and vibration device rather than sliding fit, pour the device include first support, locate on the first support and with the guide rail sliding fit's of group first assembly pulley, locate just be used for the water conservancy diversion structure in concrete water conservancy diversion to the template on the first support, vibration device includes the second support, locates on the second support and with the sliding fit's of guide rail group second assembly pulley, locate on the second support and the cast in situ concrete that is used for the matched mould inboard carries out the structure of vibrating of vibrating. Above -mentioned concrete placement vibration system solved among the prior art thin wall build the back manual work vibrate vibrating of appearing unreal, easily play quality problems such as honeycomb, pitted skin, hole. Adopt this concrete placement vibration system to carry out the thin wall and pour, greatly increased the efficiency of construction, reduce the cost of labor.

Description

Concreting vibrating system

Technical field

This utility model is related to a kind of concreting vibrating system.

Background technology

Thin wall concrete structure in work progress, due to its narrow space, there are problems that pouring and vibrate, apply , easily there are the mass defects such as unreal, honeycomb, pitted skin, hole of vibrating in work difficult quality guarantee, as shown below.Traditional pours And to vibrate all be to be carried out by the way of artificial, i.e., concrete grout is loaded in template and is poured using instrument, poured Into recycling vibrating spear manually to be vibrated afterwards, this mode extremely waste of manpower, increase activity duration, reduction work are imitated Rate, it is impossible to carry out with pouring with smashing.

Utility model content

For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：There is provided one kind can be with Pour with vibrating, it is simple and practical, can be along the concreting vibrating system poured for thin-walled of casting direction movement.

To solve above-mentioned technical problem, the technical scheme that this utility model is adopted is：A kind of concreting is provided Vibrating system, is slidably matched with which including the set of rails laterally located at template upper end and pours device and tamping equipment；It is described to pour Device includes first support, be slidably matched in first support and with set of rails first pulley group, located at described first Flow-guiding structure on frame and for being guided to concrete in template；The tamping equipment includes second support, located at described The second pulley group that is slidably matched on two supports and with set of rails, in second support and for the cast-in-place coagulation in template Structure that what soil was vibrated vibrate.

Used as optimization, the set of rails includes an at least guide rail, the guide rail include two parallel upper traverse rods and lower traverse rod, The connector that is vertically connected between upper traverse rod and lower traverse rod and on connector towards template one side and connect with template The connecting pole for connecing.

As optimization, the first end of the upper traverse rod and lower traverse rod with the recess being recessed to the second extreme direction, it is described on Second end of traverse rod and lower traverse rod is outwards convexly equipped with the convex portion matched with the recess shapes.

Used as optimization, the set of rails includes several many end to end guide rails, the first end of each guide rail it is recessed The convex portion male-female engagement of portion and adjacent another guide rail, the convex portion at the second end of each guide rail are recessed with adjacent another guide rail Portion coordinates.

Used as optimization, the connector is several connecting rods, and some connecting rods are evenly spaced along rail length direction It is arranged between traverse rod and lower traverse rod, two connecting poles is respectively provided with each connecting rod.

Used as optimization, the connecting pole has female thread, for be connected through the bolt thread of template, so as to by guide rail It is detachably secured to the upper end lateral surface of template.

Used as optimization, the first support includes the first left frame for being vertically arranged at flow-guiding structure lateral surface and vertically The first left side frame of the lateral surface of flow-guiding structure is arranged at, the first pulley group includes four the first guide rail wheels, wherein two One guide rail wheel is corresponded at the position of upper traverse rod and lower traverse rod on the first left frame, and another two first guide rail wheels are right located at first Correspond on side frame at the position of upper traverse rod and lower traverse rod.

Used as optimization, the flow-guiding structure includes two side plates being oppositely arranged, respectively connected vertically with biside plate two Gripper shoe, a rotary shaft, two blocks and a drainage plate；In the lower end of biside plate and near inboard position offer respectively with The hole that the rotary shaft coordinates, the two ends of the rotary shaft are arranged on biside plate by the hole respectively, the two blocks difference Located at the relative side of biside plate；The drainage plate is located between biside plate, the lateral dimension of drainage plate and the spacing of biside plate Correspondence, the lower end of the drainage plate are fixedly connected with the rotary shaft can rotate with the rotation of rotary shaft, two blocks correspondence position The outer fix of vertical state is in the upper end of biside plate and in drainage plate, two block is used to keep out in drainage plate Outer surface is so that the upper end of drainage plate is ramp-like in leaning outward；The upper end of first left frame and the first left side frame is solid respectively Due to the lower end of the lateral surface of two gripper shoes.

Concreting vibrating system of the present utility model, is mainly used in pouring for slim concrete component, for example, exists Some main body walls are old, damaged or insufficient strength in the case of, one layer of thin-walled can be poured in the side of main body wall or both sides, Such as some precoated plates, wall etc. are poured again.Using concreting vibrating system of the present utility model, can have concurrently simultaneously and pour With operation of vibrating, with pouring with vibrating, tamping equipment is located at the rear certain position for pouring device, after pouring device and pouring, pours Build device and next place is moved in set of rails, and tamping equipment is then moved to pour and enters at the position for just having poured of device Row vibrates, and adopts in this way, solves that vibrating for appearance of manually vibrating after thin-walled in prior art is poured be unreal, Yi Qifeng The quality problems such as nest, pitted skin, hole.Thin-walled is carried out using this concreting vibrating system to pour, construction is substantially increased Efficiency, reduces cost of labor.

Description of the drawings

Fig. 1 is the installation effect figure of one embodiment of this utility model concreting vibrating system.

Fig. 2 is the structural representation of this utility model guide rail.

Fig. 3 is the schematic diagram that this utility model pours device.

Fig. 4 is the schematic diagram of this utility model tamping equipment.

Specific embodiment

Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only this utility model a part of embodiment, rather than whole Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment for being obtained, belongs to the scope of this utility model protection.

Refer to Fig. 1 to Fig. 4, concreting vibrating system of the present utility model, including laterally located at template upper end Set of rails 1, being slidably matched with which pours device 2 and tamping equipment 3.

With regard to set of rails 1：

The set of rails 1 includes some end to end guide rails, and each guide rail includes two parallel upper traverse rods 101 and lower horizontal stroke Rail 102, the connector 103 being vertically connected between upper traverse rod 101 and lower traverse rod 102 and on the connector 103 towards mould The one side of plate and the connecting pole 106 being connected with template.The connector 103 be three connecting rods, its length direction along guide rail It is evenly spaced to be arranged between traverse rod 101 and lower traverse rod 102.In the present embodiment, the connecting rod is vertical to be arranged at Between traverse rod 101 and lower traverse rod 102, two connecting poles 106 towards template direction, the company are equipped with each connecting rod Post 106 is connect with female thread, for being connected with the bolt thread through template, so as to guide rail is detachably secured to template Upper end lateral surface.

In other examples, the connecting pole 106 can also be detachably secured to template using modes such as clampings Upper end lateral surface.The connecting rod can be arranged between upper traverse rod 101 and lower traverse rod 102, such as in every phase with inclined It is arranged between upper traverse rod 101 and lower traverse rod 102 with reverse inclination direction between two adjacent connecting rods, per two adjacent connections Bar in similar to " eight ", " people " shape, for by the sub- abdomen of the spatial separation triangularity between upper traverse rod 101 and lower traverse rod 102 Chamber, further enhances the intensity of guide rail.

The first end of the upper traverse rod 101 of each guide rail and lower traverse rod 102 is to the recess 104 of the second extreme direction depression, institute The second end for stating traverse rod 101 and lower traverse rod 102 is outwards convexly equipped with the convex portion 105 with 104 mating shapes of the recess, so as to Make the first end of each guide rail that there is recess 104, the second end has the convex portion 105 for matching.It is when many guide rails connect, each 105 male-female engagement of convex portion of the recess 104 of the first end of guide rail and adjacent another guide rail, the second end of each guide rail it is convex Portion 105 is coordinated with the recess 104 of adjacent another guide rail, is thusly-formed above-mentioned set of rails 1.

Above-mentioned set of rails 1, is attached by way of head and the tail male-female engagement, and the mode of concavo-convex mounting causes two to lead The external diameter of rail junction is consistent with other parts, it is ensured that per seamlessly transitting between two adjacent guide rails, it is to avoid flow-guiding structure and Tamping equipment 3 is stuck in junction, it is ensured that the mobile and operation of flow-guiding structure and tamping equipment 3.Using double track structure, enter one Step ensures that flow-guiding structure and tamping equipment 3 are stable on guide rail, it is to avoid situations such as rollover.Strengthen guide rail using connecting rod Intensity, connecting pole 106 is fixed on connector 103 towards template one side, while solving the problems, such as guide rails assembling, connecting pole 106 movements that will not stop flow-guiding structure and tamping equipment 3.

It should be understood that in other examples, the set of rails 1 can also can be made using existing any one 1 one-tenth of the set of rails that object is slided along its length, such as chute, slide rail etc., are just no longer repeated herein one by one.

With regard to pouring device 2：

It is described pour that device 2 includes first support 20, is slidably matched in first support 20 and with set of rails 1 first Assembly pulley 22, the flow-guiding structure 24 in the first support 20 and for being guided to concrete in template.

The first support 20 includes being vertically arranged at the first left frame of 24 lateral surface of flow-guiding structure and is vertically arranged In the first left side frame of the lateral surface of flow-guiding structure 24.First left frame and the first left side frame include support foot rest 201, The upper end of the support foot rest 201 is tiltedly installed with tilted block 202, the support feet to the direction of the lateral surface of flow-guiding structure 24 Frame 201 is horizontally disposed with to the direction of the lateral surface of the flow-guiding structure 24 with the junction of the tilted block 202 horizontal block 203, the elongated end of the horizontal block 203 is provided with the fixed block 204 fixed straight up and with the lateral surface of flow-guiding structure 24, The upper beveled end of the tilted block 202 is connected with the fixed block 204, the tilted block 202, horizontal block 203 and fixed block The fixture of triangular shape is formed after 204 connections, the fixture of the triangle is located at the inboard of 201 upper end of support foot rest （Towards the side in template direction）, its design purpose is to provide 22 installing space of first pulley group, and is pacified in flow-guiding structure 24 After being mounted in set of rails 1, the lower end of flow-guiding structure 24 is made to be located in template or make lower end inboard face and the mould of flow-guiding structure 24 Plate in same plane, therefore, the length of above-mentioned horizontal block 203 depends on the length of connecting pole 106（Or depend on guide rail and mould The distance between plate）.The fixture of above-mentioned triangle can be fixedly connected in modes such as integrally formed or welding, can be with It is fixedly connected in modes such as or employing welding integrally formed with support foot rest 201.

In the present embodiment, the upper beveled end of the tilted block 202 is connected to the middle section position of fixed block 204, compares and connects 204 upper end position of fixed block is connected on, this mode can make the fixture of triangle more firm.

In this programme, the first pulley group 22 includes four the first guide rail wheels, wherein two first guide rail wheels are located at first Correspond on left frame at the position of upper traverse rod 101 and lower traverse rod 102, specifically located at the support foot rest of above-mentioned first left frame Correspond on 201 at the position of upper traverse rod 101 and lower traverse rod 102, support feet of another two first guide rail wheels located at the first left side frame Correspond on frame 201 at the position of upper traverse rod 101 and lower traverse rod 102.The longitudinal section of first guide rail wheel be in work shape, its stage casing Depressed part and traverse rod coordinate, using this structure, be easy to pour the dismounting of device, pouring device can be directly from set of rails Remove one end.

The flow-guiding structure 24 include two side plates 241 being oppositely arranged, respectively with biside plate 241 connected vertically two Fagging 242, a rotary shaft 243, two blocks 244 and a drainage plate 245；In the lower end of biside plate 241 and near inboard position Put and offer the hole coordinated with the rotary shaft 243 respectively, the two ends of the rotary shaft 243 are arranged in both sides by the hole respectively On plate 241, two block 244 is respectively arranged on the relative side of biside plate 241；The drainage plate 245 be located at biside plate 241 it Between, the lateral dimension of drainage plate 245 is corresponding with the spacing of biside plate 241, the lower end of the drainage plate 245 and the rotary shaft 243 It is fixedly connected can rotate with the rotation of rotary shaft 243, the correspondence of two block 244 is located at the upper end of biside plate 241 and is in draws Outer fix of the stream plate 245 in vertical state, two block 244 be used to keep out outer surface in drainage plate 245 so that The upper end for obtaining drainage plate 245 is ramp-like in leaning outward（I.e. when the upper end of the drainage plate 245 is moved at block 244, two pieces of blocks 244 keep out outer surface in drainage plate 245 to play a part of to keep out to drainage plate 245, and then make the upper end of drainage plate 245 be in Lean outward ramp-like.The fixed block 204 of first left frame and the first left side frame is fixed on the lateral surface of the gripper shoe 242 Lower end.

Two gripper shoes 242 are connected by way of welding with biside plate 241 respectively, in other examples, they Can be integrally formed.When making, it is possible to use the discarded steel plate in scene is made to gripper shoe 242 and side plate 241, to useless The steel plate abandoned carries out repeating recycling, has saved cost of manufacture.Two gripper shoes 242 are square plate, its longitudinal height and two sides Plate 241 is identical.The relative inner side of two gripper shoes 242 and the inboard side difference of 241 perpendicular connection of biside plate, i.e. biside plate 241 Vertical with the inner side edge of two gripper shoes 242 to be connected, the outer side edges of biside plate 241 are outer respectively to be extended.

The biside plate 241 in sector, i.e., the upper end of two side plates 241 be in arcuation, inboard side be vertical edges, outer side edges Upper end it is outward-dipping, lower end is inclined inwards and is connected with the lower end on inboard side.Adopt in this way, the opening of drainage plate 245 Degree（That is the outward-dipping degree in upper end）Match with the upper end arc-shaped side of side plate 241.Two side plates 241 are designed as into fan Shape, can save material.

Two holes coordinated with rotary shaft 243 are opened in the lower end of fan-shaped side plate 241 and the position near inboard side respectively, The two ends of rotary shaft 243 are rotatably assorted with two holes respectively.Two blocks 244 are correspondingly arranged at the upper end of two fan-shaped side plates 241 And near the position of outer side edges.In the present embodiment, each block 244 include a fixed block 204 and with the fixed block 244 body of block of 204 folding shapes connection, the fixed block 204 is fixed on a corresponding side plate 241,244 body of block to Another relative side plate 241 extends.It should be understood that in other examples, the shape of the block 244 has variable Property, as long as it can play the effect kept out to drainage plate 245, just no longer the structure of block 244 is excessively limited herein System.Between hole on each block 244 and same side plate 241 after line, the line is oblique, magnitude of inclination and drainage plate 245 magnitude of inclination is consistent.

The drainage plate 245 be located at two side plates 241 between, i.e., two sides of drainage plate 245 respectively with two side plates 241 inner surface contacts, direction of the surface towards constructional column in drainage plate 245, and outer surface is towards operator.It is described to draw The outer surface of the lower end of stream plate 245 is fixedly connected with the rotary shaft 243.Thus, drainage plate 245 can be caused with rotary shaft 243 rotation and rotate, after drainage plate 245 is rotated with rotary shaft 243 in opened condition after, i.e., when the upper end of drainage plate 245 Outer surface contradict to after two blocks 244, the upper end of the drainage plate 245 is outward-dipping relative to rotary shaft 243, lower end relative to Rotary shaft 243 is inclined inwards, and when forming a slope, two blocks 244 play one and contradict spacing work to drainage plate 245 With.

In the present embodiment, further respectively having in the position of the outer surface and close biside plate 241 of two gripper shoes, 242 upper end can To the positioner 246 that relative direction is slided, it is respectively equipped with and institute near the position of two positioners 246 in biside plate 241 State positioner 246 cooperation cross groove, when the drainage plate 245 in vertical state when（When closing）, two 246 points of positioners Chuan Guo not keep out in the outer surface of drainage plate 245 after two mistake grooves.Specifically：

Each positioner 246 includes the gim peg for being inserted by the outer surface of gripper shoe 242 inwards and is located in institute State on gim peg and can be relatively fixed latch of the bolt along the transverse reciprocating slip of gripper shoe 242.In bulk, which includes the latch Latch body and the chute axially opened up along latch body.The gim peg is a bolt, and the bolt do not penetrated completely In gripper shoe 242, i.e., in the inner end embedment gripper shoe 242 of its screw rod, the outer end of screw rod and nut portion expose to support Plate 242.The chute is fastened on the screw rod, and can be relative to screw slide, when the drainage plate 245 is in vertical state When, latch body is moved to 242 direction of another gripper shoe through corresponding groove of crossing, latch body is kept out in drainage plate 245 outer surface.It is described cross groove for spacing effect is played to latch body so that latch body only can be laterally in mistake Move in groove.

In the present embodiment, the positioner 246 also includes a shifting block, and the shifting block is arranged on the outer surface of latch body, It is located in latch body near 242 outer peripheral one end of corresponding gripper shoe, and its outer surface with latch body mutually hangs down Directly, i.e., its free end extends to operator direction.

In the present embodiment, an operation handle 247 is provided with the outer surface of the drainage plate 245.Operator can be with Hold the operation handle 247 to be adjusted the rotation amplitude of drainage plate 245.

When drainage plate 245 in opened condition when, its upper end is outward-dipping, and lower end inclines inwards, in a ramped shaped.In lower end When inclining inwards, the lower surface of drainage plate 245 can produce a gap with the upper surface of template, and constructional column is being poured When, if the blow-by gap may be such that the concrete of flow-like oozes out from the gap, therefore, in order to solve this technology Problem, the present embodiment increased a sealing block 248 in the lower end of drainage plate 245.Specifically, the sealing block 248 is arranged at drain The outer surface of 245 lower end of plate, positioned at the lower section of drainage plate 245 with the junction of rotary shaft 243, the cross section of the sealing block 248 Triangular in shape, the thickness of its lower surface is matched with the size in gap, so that when drainage plate 245 is in open shape, this is close Envelope block 248 just seals up the gap.

It should be understood that in other examples, concrete grout can also can be transported using existing any one The structure in template is transported to, above-mentioned flow-guiding structure 24 is not necessarily limited to.

With regard to tamping equipment 3：

The tamping equipment 3 includes second support 30, be slidably matched in the second support 30 and with set of rails 1 Second pulley group 32, the structure 34 of vibrating in second support 30 and for being vibrated to the cast-in-place concrete in template.

The second support 30 includes the second left frame 301 being vertically arranged and the second left side frame 302, laterally located at the The installation portion for installing structure 34 of vibrating between two left frames 301 and the second left side frame 302.The second pulley group 32 is wrapped Four the second guide rail wheels are included, wherein two second guide rail wheels correspond to upper traverse rod 101 and lower traverse rod on the second left frame 301 At 102 position, another two second guide rail wheels correspond to the position of upper traverse rod 101 and lower traverse rod 102 in the second left side frame 302 Place.The longitudinal section of second guide rail wheel is in work shape, and depressed part and the traverse rod in its stage casing coordinate, using this structure, be easy to shake The dismounting of device is smash, tamping equipment directly can be removed from one end of set of rails.

The structure 34 of vibrating include the mounting bracket being installed on the installation portion and the mounting bracket connection shake Smash component, the component that vibrates include vibrating motor fixing frame 341, the motor 342 that vibrates being mounted thereon, located at the motor that vibrates The vibrating spear 343 of 341 lower end of fixed mount and it is connected to the shock absorber part 344 vibrated between motor fixing frame 341 and mounting bracket. The vibrating spear 343 is fixedly attached to the lower end of fixed mount, also can screw thread be matched with the lower end of fixed mount.

The mounting bracket includes the mounting post 345 being installed on the installation portion, from being radially arranged in the installation Horizontal adjustment post 346 and the fastening for fastening the horizontal adjustment post 346 located at 345 top of mounting post on post 345 Part 347.The length direction of the horizontal adjustment post 346 is vertical with the length direction of the set of rails 1, i.e. horizontal adjustment post 346 From being arranged in from outside to inside in mounting post 345 in the radial direction, inner end and the shock absorber part of the horizontal adjustment post 346 344（This instantiation is damping spring）Connection.The spiral shell coaxial with mounting post 345 is offered on the top of the mounting post 345 Pit, the lower end of the screwed hole are connected with the hole for wearing horizontal adjustment post 346, the fastener 347 include with it is described Screwed hole screw thread coordinate external thread column, located at the regulation handle on the external thread column top.

In the present embodiment, the first rule is provided with the horizontal adjustment post 346（It is not shown）, for convenient work Personal observations are vibrated the distance that component is moved inwards, contribute to the position that staff more accurately adjusts the component that vibrates.

In the present embodiment, the installation portion includes one laterally located at the second left frame 301 and the top of the second left side frame 302 Installing plate 303 and be laterally connected in the second left frame 301 and the second left side frame 302 stage casing guide holder 304.Described The upper end of mounting seat is provided with the gear 305 rotated around Pivot Point Center, the rotational axis line of the gear 305 and the peace The length direction of dress plate 303 is vertical.In this specific embodiment, the rotation of gear 305 is by manual drive, i.e., in gear 305 The end of rotary shaft be provided with rotation handle, when needing to adjust 345 height of mounting post, the direct rotary motion handss of staff By handle, drive gear 305 is rotated.

Offered on the installing plate 303 and guide holder 304 respectively for mounting seat be arranged in installing hole therein and Pilot hole, is provided with the mounting post 345 towards the one side of the gear 305 and is provided with tooth bar 348, for the gear 305 is ratcheting, so as to play a part of to adjust 345 height of mounting post.

Likewise, the second rule is additionally provided with mounting post 345（It is not shown）, for facilitating staff to observe The altitude mixture control value of mounting post 345, contributes to the height that staff more accurately adjusts mounting post 345, so as to play regulation The height that 343 lower end of vibrating spear is located, enables the vibrating suitable for the cast-in-place concrete of differing heights of structure 34 of originally vibrating.

In the present embodiment, face out in the outside of the guide holder 304 and be provided with two and handle 306, when needing the knot that will vibrate When structure 34 is moved, staff's hands grasping is stopped moving by 306.

Preferred or optional as one kind, the vibrating spear is multiple, and multiple vibrating spears 343 are along casting direction（Also may be used Claim the length direction of thin-walled to be poured or the direction perpendicular to horizontal adjustment post 346）It is disposed in an evenly spaced relation under fixed mount End face, the plurality of vibrating spear 343 are generally aligned in the same plane.So design ingenious part be：1st, the area that vibrates is increased, is imitated Rate is multiplied；2nd, when structure 34 is vibrated in movement, compared with a vibrating spear 343, hardly increase unnecessary resistance Power, as they are generally aligned in the same plane, first vibrating spear 343 along casting direction move when, can vibrating spear 343 below open up Movable passageway, several vibrating spears 343 below only need to move with the motion track of first vibrating spear 343, therefore, When mobile, multiple vibrating spears 343 do not have too many resistance.

Concreting vibrating system of the present utility model, is mainly used in pouring for slim concrete component, for example, exists Some main body walls are old, damaged or insufficient strength in the case of, one layer of thin-walled can be poured in the side of main body wall or both sides, Such as some precoated plates, wall etc. are poured again.Using concreting vibrating system of the present utility model, can have concurrently simultaneously and pour With operation of vibrating, with pouring with vibrating, tamping equipment 3 is located at the rear certain position for pouring device 2, after pouring device 2 and pouring, Pour device 2 and next place is moved in set of rails 1, and tamping equipment 3 is then moved to the position for just having poured for pouring device 2 The place of putting is vibrated, and is adopted in this way, solves vibrating for appearance of manually vibrating after thin-walled in prior art is poured unreal, easy Play the quality problems such as honeycomb, pitted skin, hole.Thin-walled is carried out using this concreting vibrating system to pour, is substantially increased Efficiency of construction, reduces cost of labor.

Embodiment of the present utility model is these are only, the scope of the claims of the present utility model, every profit is not thereby limited The equivalent structure made with this utility model description and accompanying drawing content or equivalent flow conversion, or directly or indirectly it is used in which The technical field of his correlation, is included in scope of patent protection of the present utility model in the same manner.

Claims (8)

1. a kind of concreting vibrating system, it is characterised in that：Slide with which including the set of rails laterally located at template upper end Cooperation pours device and tamping equipment；

It is described to pour first pulley group that device includes first support, is slidably matched in first support and with set of rails, set Flow-guiding structure in the first support and for being guided to concrete in template；

The tamping equipment includes second support, the second pulley being slidably matched in the second support and with set of rails Group, the structure of vibrating in second support and for being vibrated to the cast-in-place concrete in template.

2. concreting vibrating system as claimed in claim 1, it is characterised in that：The set of rails includes that at least one leads Rail, the guide rail include two parallel upper traverse rods and lower traverse rod, the connector being vertically connected between upper traverse rod and lower traverse rod with And the one side and the connecting pole that is connected with template on connector towards template.

3. concreting vibrating system as claimed in claim 2, it is characterised in that：The first of the upper traverse rod and lower traverse rod Second end of the end with the recess being recessed to the second extreme direction, the upper traverse rod and lower traverse rod is outwards convexly equipped with and the recess shape The convex portion that shape matches.

4. concreting vibrating system as claimed in claim 3, it is characterised in that：The set of rails includes several head and the tail The many guide rails for connecting, the convex portion male-female engagement of the recess of the first end of each guide rail and adjacent another guide rail, each is led The recesses fit of the convex portion at the second end of rail and adjacent another guide rail.

5. concreting vibrating system as claimed in claim 2, it is characterised in that：The connector connects for several Bar, some connecting rods are arranged between upper traverse rod and lower traverse rod along rail length direction is evenly spaced, in each connecting rod It is respectively provided with two connecting poles.

6. concreting vibrating system as claimed in claim 5, it is characterised in that：The connecting pole has female thread, uses In being connected with the bolt thread through template, so as to guide rail to be detachably secured to the upper end lateral surface of template.

7. concreting vibrating system as claimed in claim 2, it is characterised in that：The first support includes being vertically arranged In flow-guiding structure lateral surface the first left frame and be vertically arranged at flow-guiding structure lateral surface the first left side frame, described One assembly pulley includes four the first guide rail wheels, wherein two first guide rail wheels correspond to upper traverse rod and lower horizontal stroke on the first left frame At the position of rail, another two first guide rail wheels are corresponded at the position of upper traverse rod and lower traverse rod in the first left side frame.

8. concreting vibrating system as claimed in claim 7, it is characterised in that：The flow-guiding structure includes two relatively The side plate of setting, respectively two gripper shoe connected vertically with biside plate, a rotary shaft, two blocks and a drainage plate；In both sides The position of the lower end of plate and close inboard offers the hole coordinated with the rotary shaft respectively, and the two ends of the rotary shaft lead to respectively Cross the hole to be arranged on biside plate, two block is respectively arranged on the relative side of biside plate；The drainage plate is located at biside plate Between, the lateral dimension of drainage plate is corresponding with the spacing of biside plate, the lower end of the drainage plate be fixedly connected with the rotary shaft with Can rotate with the rotation of rotary shaft, two blocks correspondence is positioned at the upper end of biside plate and in drainage plate in the outer of vertical state Side position, two block are used for the outer surface kept out in drainage plate so that the upper end of drainage plate is ramp-like in leaning outward；Institute State the first left frame and the first left side frame upper end be individually fixed in two gripper shoes lateral surface lower end.