CN206158190U - Concrete placement system - Google Patents

Concrete placement system Download PDF

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Publication number
CN206158190U
CN206158190U CN201621225089.2U CN201621225089U CN206158190U CN 206158190 U CN206158190 U CN 206158190U CN 201621225089 U CN201621225089 U CN 201621225089U CN 206158190 U CN206158190 U CN 206158190U
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China
Prior art keywords
guide rail
traverse rod
template
plate
block
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CN201621225089.2U
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Chinese (zh)
Inventor
杨伯义
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MCC Construction Engineering Group (Tianjin) Construction Engineering Co., Ltd
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China Metallurgical Construction Engineering Group Co Ltd
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Priority to CN201621225089.2U priority Critical patent/CN206158190U/en
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Abstract

The utility model discloses a concrete placement system, guide rail including transversely locating the template upper end is organized and is pour the 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. The utility model discloses a concrete placement system mainly is applied to pouring of slim concrete member, for example under the not enough condition of old, the damage of some main part walls or intensity, can pour the one deck thin wall in the one side or the both sides of main part wall, again for example some prefabricated plates, wall etc. Are pour. Utilize the utility model discloses a concrete placement system can come and go the removal along pouring the direction in the template, do not need the manual work to make a round trip to carry again, has greatly reduced intensity, improves the efficiency of construction.

Description

Concrete casting system
Technical field
The utility model is related to a kind of concrete casting system.
Background technology
Thin wall concrete structure, due to its narrow space, there are problems that pouring and vibrates, applies in work progress , easily there are the mass defects such as unreal, honeycomb, pitted skin, hole of vibrating in work difficult quality guarantee.It is all artificial that traditional thin-walled is poured Manual mode is carried out, i.e., contain concrete grout using instrument, is subsequently poured into thin-walled template and is poured, and this mode is extremely Waste of manpower, increase activity duration, reduction operating efficiency.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is:A kind of structure letter is provided Single practicality, the concrete casting system poured for thin-walled that can be moved along casting direction.
To solve above-mentioned technical problem, the technical scheme that the utility model is adopted is:A kind of concreting is provided System, including being laterally located at the set of rails of template upper end and being slidably matched with it device is poured;The device that pours includes the One support, the first pulley group being slidably matched in first support and with set of rails, in the first support and it is used for Flow-guiding structure concrete being guided in template.
As optimization, the set of rails include 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.
Used as optimization, the first end of the upper traverse rod and lower traverse rod has a recess to the second extreme direction depression, 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 is 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 internal 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 is including 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 the At position of one guide rail wheel on the first left frame corresponding to upper traverse rod and lower traverse rod, another two first guide rail wheels are right located at first At position on side frame corresponding to upper traverse rod and lower traverse rod.
Used as optimization, first left frame and the first left side frame include support foot rest, the upper end of the support foot rest Tilted block is tiltedly installed with to the direction of the lateral surface of flow-guiding structure, the junction of the support foot rest and the tilted block is to institute State the lateral surface of flow-guiding structure direction it is horizontally disposed have a horizontal block, the elongated end of the horizontal block be provided with straight up and The fixed block fixed with the lateral surface of flow-guiding structure, the upper beveled end of the tilted block is connected with the fixed block.
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 respectively by the hole, 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 is fixedly connected can rotate with the rotation of rotary shaft with the 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 fixed block difference of first left frame and the first left side frame It is fixed on the lower end of the lateral surface of two gripper shoes.
Concrete casting system of the present utility model, is mainly used in pouring for slim concrete component, such as at some Main body wall is old, damaged or insufficient strength in the case of, one layer of thin-walled, and example can be poured in the side of main body wall or both sides Such as some prefabricated boards, wall are poured.Using concrete casting system of the present utility model, can enter along casting direction in template Row is reciprocated, it is not necessary to manually carried back and forth again, significantly reduces intensity, improves efficiency of construction.
Description of the drawings
Fig. 1 is the installation effect figure of the embodiment of the utility model concrete casting system one.
Fig. 2 is the structural representation of the utility model guide rail.
Fig. 3 is the schematic diagram that the utility model pours device.
Fig. 4 is the schematic diagram of the utility model tamping equipment.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the 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 the utility model protection.
Refer to Fig. 1 to Fig. 4, concrete casting system of the present utility model, including laterally located at the guide rail of template upper end Organize 1 and be slidably matched with it and pour device 2.
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 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 internal thread, for being connected with the bolt thread through template, so as to guide rail is detachably secured into 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 is in similar to " eight ", " people " shape, for the space between upper traverse rod 101 and lower traverse rod 102 to be isolated the sub- abdomen of triangularity 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 convex portion 105 with the mating shapes of the recess 104, so as to The first end for making each guide rail has recess 104, and the second end has the convex portion 105 for matching.It is each when many guide rails connect The male-female engagement of convex portion 105 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 coordinates 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 slides along its length, such as chute, slide rail etc., are just no longer repeated one by one herein.
With regard to pouring device 2:
It is described to pour 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 the lateral surface of flow-guiding structure 24 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 to the direction of the lateral surface of flow-guiding structure 24 is tiltedly installed with tilted block 202, the support feet Frame 201 is horizontally disposed with the junction of the tilted block 202 to the direction of the lateral surface of the flow-guiding structure 24 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 the upper end of support foot rest 201 (Towards the side in template direction), its design purpose is to provide the installing space of first pulley group 22, 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 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 depending 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 The upper end position of fixed block 204 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 At position on left frame corresponding to upper traverse rod 101 and lower traverse rod 102, specifically located at the support foot rest of above-mentioned first left frame At position on 201 corresponding to 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 At position on frame 201 corresponding to upper traverse rod 101 and lower traverse rod 102.The longitudinal section of first guide rail wheel is 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 positioned at the upper end of biside plate 241 and in drawing 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 the 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 respectively with biside plate 241 by way of welding, in other examples, they Can be integrally formed.When making, it is possible to use the discarded steel plate in scene makes 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.Distinguish with the inboard side of the perpendicular connection of biside plate 241, i.e. biside plate 241 the relative inner side of two gripper shoes 242 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 inclines 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 respectively the lower end of fan-shaped side plate 241 and near the position on inboard side, The two ends of rotary shaft 243 are rotatably assorted respectively with two holes.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 The body of block 244 of 204 folding shapes connection, the fixed block 204 is fixed on a corresponding side plate 241, the body of block 244 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, and towards the direction of constructional column, outer surface is towards operating personnel on surface in drainage plate 245.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 to drainage plate 245 and contradict spacing work With.
In the present embodiment, the outer surface in the upper end of two gripper shoe 242 and further respectively have can for the position near biside plate 241 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 inserted inwards by the outer surface of gripper shoe 242 and is located in institute State on gim peg and can be relatively fixed the latch that bolt slides along the transverse reciprocating of gripper shoe 242.In bulk, it includes the latch Latch body and the chute axially opened up along latch body.The gim peg is a bolt, and the bolt is 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 the direction of another gripper shoe 242 through corresponding groove of crossing, latch body is kept out in drainage plate 245 outer surface.The groove of crossing is used to play latch body spacing effect, 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 near the outer peripheral one end of corresponding gripper shoe 242 in latch body, and it mutually hangs down with the outer surface of latch body Directly, i.e., its free end extends to operating personnel direction.
In the present embodiment, an operation handle 247 is provided with the outer surface of the drainage plate 245.Operating personnel 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 drainage The outer surface of the lower end of plate 245, positioned at the lower section of drainage plate 245 Yu the junction of rotary shaft 243, the cross section of the sealing block 248 Triangular in shape, the thickness of its lower surface matches 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.
The utility model embodiment, the casting system also includes the tamping equipment 3 being slidably matched with the set of rails 1.
With regard to tamping equipment 3:
The tamping equipment 3 includes second support 30, is 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 for 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 are in the second left side frame 302 corresponding to upper traverse rod 101 and the position of lower traverse rod 102 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 can be removed directly from one end of set of rails.
The shaking including mounting bracket and the mounting bracket connection being installed on the installation portion of structure 34 of vibrating Component is smash, the component that vibrates is including the motor fixing frame 341 that vibrates, the motor 342 that vibrates being mounted thereon, located at the motor that vibrates The vibrating spear 343 of the lower end of fixed mount 341 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 Level tune post 346 and the fastening for fastening the Level tune post 346 located at the top of mounting post 345 on post 345 Part 347.The length direction of the Level tune post 346 is vertical with the length direction of the set of rails 1, i.e. Level tune post 346 From being arranged in from outside to inside in the radial direction in mounting post 345, inner end and the shock absorber part of the Level tune 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 with connect for the hole that wears Level tune 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, on the Level tune post 346 the first rule is provided with(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 hand of staff Drive gear 305 is rotated by handle.
Offer respectively on the installing plate 303 and guide holder 304 for mounting seat be arranged in installing hole therein and Pilot hole, is provided with towards the one side of the gear 305 in the mounting post 345 and is provided with tooth bar 348, for the gear 305 is ratcheting, so as to play a part of to adjust the height of mounting post 345.
Likewise, being additionally provided with the second rule in mounting post 345(It is not shown), for facilitating staff to observe The height regulated 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 the lower end of vibrating spear 343 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 Level tune post 346)Under being disposed in an evenly spaced relation in fixed mount End face, the plurality of vibrating spear 343 is 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, unnecessary resistance is hardly increased Power, because 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 the motion track movement with first vibrating spear 343, therefore, When mobile, multiple vibrating spears 343 do not have too many resistance.
Concrete casting system of the present utility model, is mainly used in pouring for slim concrete component, such as at some Main body wall is old, damaged or insufficient strength in the case of, one layer of thin-walled, and example can be poured in the side of main body wall or both sides Such as some prefabricated boards, wall are poured.Using concrete casting system of the present utility model, the work that pours and vibrate can be simultaneously had concurrently Sequence, with pouring with vibrating, tamping equipment 3 is located at the rear certain position for pouring device 2, after pouring device 2 and pouring, pours device 2 are moved to next place in set of rails 1, and tamping equipment 3 is then moved to pour and carry out at the position for just having poured of device 2 Vibrate, adopt in this way, solve and manually vibrate after thin-walled is poured in prior art that vibrating for appearance is unreal, easily play honeycomb, The quality problems such as pitted skin, hole.Thin-walled is carried out using this concrete casting system to pour, substantially increase efficiency of construction, subtract Few 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 the utility model specification and accompanying drawing content or equivalent flow conversion, or directly or indirectly it is used in it The technical field of his correlation, is included in the same manner in scope of patent protection of the present utility model.

Claims (9)

1. a kind of concrete casting system, it is characterised in that:Slide including the set of rails for being laterally located at template upper end and with it Cooperation pours device;It is described to pour device includes first support, is slidably matched in first support and with set of rails first Assembly pulley, the flow-guiding structure in the first support and for being guided to concrete in template.
2. concrete casting system as claimed in claim 1, it is characterised in that:The set of rails includes an at least guide rail, institute Guide rail is stated including two parallel upper traverse rods and lower traverse rod, the connector being vertically connected between upper traverse rod and lower traverse rod and is located at Towards the one side and the connecting pole that is connected with template of template on connector.
3. concrete casting system as claimed in claim 2, it is characterised in that:The first end tool of the upper traverse rod and lower traverse rod Second end of the recess of oriented second extreme direction depression, the upper traverse rod and lower traverse rod is outwards convexly equipped with and the recess shapes phase The convex portion of matching.
4. concrete casting system as claimed in claim 3, it is characterised in that:The set of rails includes that several are end to end Many guide rails, the convex portion male-female engagement of the recess of the first end of each guide rail and adjacent another guide rail, each guide rail The recesses fit of the convex portion at the second end and adjacent another guide rail.
5. concrete casting system as claimed in claim 2, it is characterised in that:The connector is several connecting rods, if Involvement extension bar is arranged between upper traverse rod and lower traverse rod along rail length direction is evenly spaced, is respectively provided with each connecting rod Two connecting poles.
6. concrete casting system as claimed in claim 5, it is characterised in that:The connecting pole has internal thread, for Bolt thread through template connects, so as to guide rail to be detachably secured to the upper end lateral surface of template.
7. concrete casting system as claimed in claim 2, it is characterised in that:The first support includes being vertically arranged at leading First left frame of flow structure lateral surface and be vertically arranged at flow-guiding structure lateral surface the first left side frame, it is described first slide Wheel group includes four the first guide rail wheels, wherein two first guide rail wheels on the first left frame corresponding to upper traverse rod and lower traverse rod At position, at position of another two first guide rail wheels in the first left side frame corresponding to upper traverse rod and lower traverse rod.
8. concrete casting system as claimed in claim 7, it is characterised in that:First left frame and the first left side frame are equal Including support foot rest, the upper end of the support foot rest is tiltedly installed with tilted block to the direction of the lateral surface of flow-guiding structure, described Support foot rest is horizontally disposed with the junction of the tilted block to the direction of the lateral surface of the flow-guiding structure a horizontal block, institute The elongated end for stating horizontal block is provided with the fixed block fixed straight up and with the lateral surface of flow-guiding structure, the tilted block it is upper Beveled end is connected with the fixed block.
9. concrete casting system as claimed in claim 8, it is characterised in that:The flow-guiding structure is oppositely arranged including two Side plate, respectively two gripper shoe connected vertically with biside plate, a rotary shaft, two blocks and a drainage plate;In biside plate The position of lower end and close inboard offers respectively the hole coordinated with the rotary shaft, and the two ends of the rotary shaft are respectively by being somebody's turn to do Hole is arranged on biside plate, and two block is respectively arranged on the relative side of biside plate;The drainage plate is located between biside plate, The lateral dimension of drainage plate is corresponding with the spacing of biside plate, and the lower end of the drainage plate is fixedly connected with can be with rotation with the rotary shaft The rotation of rotating shaft and rotate, two blocks correspondence positioned at biside plate upper end and in drainage plate in vertical state outside position Put, two block is used for the outer surface kept out in drainage plate so that the upper end of drainage plate is ramp-like in leaning outward;Described The fixed block of one left frame and the first left side frame is individually fixed in the lower end of the lateral surface of two gripper shoes.
CN201621225089.2U 2016-11-15 2016-11-15 Concrete placement system Active CN206158190U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217849A (en) * 2017-06-22 2017-09-29 青岛林川工程技术咨询有限公司 A kind of concrete continuous blanking is segmented placing installation
CN107419904A (en) * 2017-09-18 2017-12-01 十九冶成都建设有限公司 Chute mounting structure for concrete column pouring and using method thereof
CN112195918A (en) * 2020-09-15 2021-01-08 郭远新 Plant living type ecological regeneration concrete anti-overflow device is pour on inclined plane
CN114033162A (en) * 2021-12-23 2022-02-11 武汉誉城千里建工有限公司 Make things convenient for template for concrete placement of dismouting

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217849A (en) * 2017-06-22 2017-09-29 青岛林川工程技术咨询有限公司 A kind of concrete continuous blanking is segmented placing installation
CN107217849B (en) * 2017-06-22 2022-12-20 青岛路桥建设集团有限公司 Concrete continuous blanking and segmented pouring equipment
CN107419904A (en) * 2017-09-18 2017-12-01 十九冶成都建设有限公司 Chute mounting structure for concrete column pouring and using method thereof
CN107419904B (en) * 2017-09-18 2020-04-14 十九冶成都建设有限公司 Chute mounting structure for concrete column pouring and using method thereof
CN112195918A (en) * 2020-09-15 2021-01-08 郭远新 Plant living type ecological regeneration concrete anti-overflow device is pour on inclined plane
CN114033162A (en) * 2021-12-23 2022-02-11 武汉誉城千里建工有限公司 Make things convenient for template for concrete placement of dismouting

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