CN207537980U - For building the template construction of tidal channel machinery - Google Patents

For building the template construction of tidal channel machinery Download PDF

Info

Publication number
CN207537980U
CN207537980U CN201721530996.2U CN201721530996U CN207537980U CN 207537980 U CN207537980 U CN 207537980U CN 201721530996 U CN201721530996 U CN 201721530996U CN 207537980 U CN207537980 U CN 207537980U
Authority
CN
China
Prior art keywords
type connecting
base board
building
sleeve
connecting rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721530996.2U
Other languages
Chinese (zh)
Inventor
张爱军
李会超
雷有坤
欧阳华
牛双建
向玮
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.)
SHENZHEN ROAD & BRIDGE CONSTRUCTION GROUP Co Ltd
Original Assignee
SHENZHEN ROAD & BRIDGE CONSTRUCTION GROUP 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 SHENZHEN ROAD & BRIDGE CONSTRUCTION GROUP Co Ltd filed Critical SHENZHEN ROAD & BRIDGE CONSTRUCTION GROUP Co Ltd
Priority to CN201721530996.2U priority Critical patent/CN207537980U/en
Application granted granted Critical
Publication of CN207537980U publication Critical patent/CN207537980U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)

Abstract

It is a kind of mechanical for building the template construction of tidal channel that the utility model provides, and shuttering supporting mechanism includes two shuttering supporting backing plates;The lateral surface of shuttering supporting backing plate is connected with side wall template, the hinged V-type connecting rod opposite there are two mirror image between medial surface;Hinged place is connected with sleeve one and sleeve two among each V-type connecting rod;Screw rod is mutually engaged with the helicla flute of one inside of sleeve, and screw rod bottom end axis connection is in sleeve two;Vehicle equipment includes base board, delivers cushion cap and is connected to two X-type connecting rods between the two;It is articulated and connected at the intermediate interdigitated of X-type connecting rod;The Partner of two X-type connecting rod homonymies is hingedly connected on delivery cushion cap and base board, and opposite side sliding end is respectively slidably plugged in the sliding slot of delivery cushion cap and base board;Two are connected with cross bar between the sliding end of lower end;Cross bar is connected in the pushing meanss on base board.The utility model can improve tidal channel side wall template construction efficiency, improve construction quality, and economize on resources.

Description

For building the template construction of tidal channel machinery
Technical field
The utility model is related to water engineering machinery apparatus fields, and in particular to a kind of to be applied for building the template of tidal channel Work machinery.
Background technology
The irrigation canals and ditches that tidal channel refers to prevent flood damage and builds can play flood discharge work when encountering flood damage With.The sidewall structure of tidal channel is usually to grout piece (block) stone or armored concrete, also can be on the outside of side wall with grouting piece (block) Stone and inside use concrete;When using concrete as wall body structure, side wall construction needs first formwork supporting plate, then can just pour Build concrete.During side wall formwork, traditional construction method be using flitch cooperation steel pipe support and Screw arbor with nut at both-ends come support shuttering, It has the following disadvantages:(1) work progress needs to expend a large amount of working hour, efficiency is extremely low entirely by manpower;(2) flitch is propping up Different sizes are processed to during mould according to the needs of support, after side wall concrete demoulding, flitch is generally difficult to recycle, Cause the waste of timber;For side wall formwork usually using wooden model, turnover rate is low, also results in the waste of timber.
Utility model content
The purpose of this utility model is to provide it is a kind of rationally, efficiently, economize on resources for building the template of tidal channel Construction machinery and its application method to improve tidal channel side wall template construction efficiency, improve construction quality, and economize on resources.
In order to solve the above-mentioned technical problem, the utility model provides a kind of for building the template construction of tidal channel machinery, Including shuttering supporting mechanism and removable vehicle equipment;
The shuttering supporting mechanism includes two shuttering supporting backing plates;Connect in the lateral surface of two shuttering supporting backing plates Side wall template is connected to, is hinged opposite there are two mirror image between medial surface and forms the V-type connecting rod of diamond shaped;Each V-type Connecting rod hingedly forms V-arrangement by two isometric interlinking lever ends, and in-between hinged place is connected with sleeve one and sleeve two, and screw rod is successively Across the sleeve one and sleeve two;Screw thread on the screw rod is mutually engaged with the helicla flute of one inside of sleeve, non-threaded Bottom end is rotationally plugged in the smooth sleeve two in inside;
The vehicle equipment includes base board, delivery cushion cap and the X for being connected to two parallel intervals setting between the two Type connecting rod;It is articulated and connected at the intermediate interdigitated of each X-type connecting rod;Positioned at the Partner point of two X-type connecting rod homonymies Be not articulated with it is described delivery cushion cap and base board on, opposite side sliding end be respectively slidably plugged on it is described delivery cushion cap and In horizontal concrete chute on the base board;Two are connected with a cross bar between the sliding end of lower end;The cross bar It is connected in the pushing meanss on the base board.
It is preferred that the side wall template passes through multiple rivet interlacements with the shuttering supporting backing plate;The V-type connects The both ends of bar are hingedly connected in the first fixed seat of shuttering supporting backing plate adjacent surface.
It is preferred that the screw rod end is equipped with the T-shaped handle for facilitating holding.
It is preferred that the side wall template is plastics composite shuttering.
It is preferred that the pushing meanss are hydraulic jacks, promote-side is connected on the cross bar, is fixed End is connected to the second fixed seat of the base board upper side.
It is preferred that the Partner is articulated with the third fixed seat of the delivery cushion cap and base board adjacent surface On;The sliding slot is set to longitudinally perpendicular be connected in the 4th fixed seat of the delivery cushion cap and the base board adjacent surface.
It is preferred that base board downside quadrangle is respectively arranged with the traveling wheel being moved easily.
It is preferred that the base board side is equipped with the handle for facilitating push-and-pull.
Exist the utility model is related to a kind of for building the template construction of tidal channel machinery and its application method, advantage In:(1) the scalable shuttering supporting mechanism equipped with side wall template and liftable vehicle equipment are used in combination, and build tidal channel Mechanized operation is introduced in process, greatlys save manpower, efficiency is improved, shortens the construction period.(2) shuttering supporting mechanism substitutes tradition Flitch and steel pipe support, avoid flitch use so as to save timber, and structure more consolidates.(3) side wall template uses modeling Expect composite shuttering, relative to wooden template, turnover rate higher, and light-weight can have enough to meet the need utilizations again, so as to reduce economy into This;Meanwhile multiple side template splicings, the presentation quality of guarantee gutter concrete structure.(4) the utility model apparatus structure Simply, easy to operate, practicability is very strong, easily promotes.
Description of the drawings
Fig. 1 is the template construction mechanical structure schematic diagram that the utility model is used to build tidal channel;
Fig. 2 is the utility model shuttering supporting mechanism decomposition diagram;
Reference numeral is as follows:
1- shuttering supportings mechanism, 2- vehicle equipments, 11- shuttering supportings backing plate, 12- side walls template, 13-V types connecting rod, 141- Sleeve one, 142- sleeves two, 15- screw rods, the first fixed seats of 16-, 21- base boards, 22- deliveries cushion cap, 23-X types connecting rod, 24- Sliding slot, 25- cross bars, 26- pushing meanss, 231- Partner, 232- sliding ends, 261- promote-sides, 262- fixing ends, 271- second Fixed seat, 272- thirds fixed seat, the 4th fixed seats of 273-, 28- traveling wheels.
Specific embodiment
The utility model is related to a kind of for building the template construction of tidal channel machinery, including telescopic shuttering supporting machine Structure 1 and the vehicle equipment 2 of removable lifting, describe to the utility model in detail below in conjunction with Fig. 1-2.
As a kind of embodiment, as shown in Figure 1, two side wall templates 12 of shuttering supporting mechanism 1 pass through rivet interlacement In the lateral surface of two shuttering supporting backing plates 11;Two mirror images are opposite, form the V-type connecting rod 13 of diamond shaped is hinged on shuttering supporting In first fixed seat 16 of 11 inside adjacent surface of backing plate;Wherein, as shown in Fig. 2, each V-type connecting rod 13 is isometric by two Interlinking lever end hingedly forms V-arrangement, and two intermediate hinged places are connected separately with sleeve 1 and sleeve 2 142, with T-shaped handle Screw rod 15 sequentially pass through sleeve 1 and sleeve 2 142;Screw thread and the helicla flute phase of one 141 inside of sleeve on screw rod 15 Occlusion, the bottom end of non-threaded are rotationally plugged in the smooth sleeve 2 142 in inside, form axis connection;Rotate T-shaped hand Handle, you can the bottom end of screw rod 15 is driven to be rotated in sleeve 2 142, sleeve 1 is made to be moved along screw rod direction, is driven simultaneously Screw rod bottom end and sleeve 2 142 move together along the opposite direction of sleeve 1, real so as to cause the angle change of V-type connecting rod The variation of existing side wall template spacing, until adjusting to design spacing, mechanized operation is conveniently;Further, side wall template 12 is Plastics composite shuttering.Plastics composite shuttering is relative to wooden template, turnover rate higher, and light-weight, can have enough to meet the need utilization again, So as to reduce using and wasting for timber data.
As shown in Figure 1, as a kind of embodiment, vehicle equipment 2 includes base board 21, delivery cushion cap 22, between the two The X-type connecting rod 23 for vertical parallel interval setting that there are two connections, wherein, it is articulated and connected at the intermediate interdigitated of each X-type connecting rod 23; Delivery 21 adjacent surface of cushion cap 22 and base board is hingedly connected to positioned at the Partner 231 of two 23 homonymies of X-type connecting rod Third fixed seat 272 on, opposite side sliding end 232 be respectively slidably plugged in it is longitudinally perpendicular be connected to delivery cushion cap 22 In the horizontal concrete chute 24 in the 4th fixed seat 273 of adjacent surface on base board 21;Two are located between the sliding end 232 of lower end It is connected with a cross bar 25;Cross bar 25 is connected in the pushing meanss 26 on base board 21, and further, pushing meanss 26 are liquid Jack is pressed, promote-side 261 is connected on the cross bar 25, and it is second solid to be connected to base board upper side for fixing end 262 Reservation 271, promote-side are retracted with pushing cross bar, and cross bar can drive the movable end of X connecting rods to be slid back and forth in sliding slot, so as to fulfill Deliver the lifting of cushion cap.Mechanized operation greatlys save manpower, shortens the construction period.21 downside quadrangle of base board is respectively arranged with The traveling wheel 28 being moved easily.
The utility model is used to build the application method of the template construction machinery of tidal channel, includes the following steps:
Step 1 excavates tidal channel, after the completion of excavation, bed course and bottom to tidal channel according to design drawing at the construction field (site) Harden structure is constructed, and builds the wall face of tidal channel both sides abutment wall by laying bricks or stones, and wall face uses mortar flag stone material;In the row laid The binding and installation of reinforcing bar are carried out on the inside of Great Gulch abutment wall;
Two pieces of side wall panels are symmetrically arranged on two shuttering supporting backing plate lateral surfaces of shuttering supporting mechanism by step 2, Side wall template is plastics composite shuttering.T-shaped handle on turn screw rod, T-shaped handle drive screw rod rotation, make sleeve one along spiral shell Bar direction is moved, and is moved with moving sleeve two and screw rod bottom end to the opposite direction of sleeve one, is caused the angle change of V-type connecting rod, The variation of side wall template spacing is realized, until adjusting to design spacing;
Step 3, according to the step 2, assembling multiple template supporting mechanism is spare;
Step 4 can drive cross bar to be moved along sliding slot by pushing meanss hydraulic jack, realize the change of X-shaped link angle Change, realize the lifting of vehicle equipment delivery cushion cap;Shuttering supporting mechanism in step 3 is positioned on vehicle equipment, transport is extremely Tidal channel treats formwork position, delivery cushion cap is then reduced, so as to fulfill the separation of vehicle equipment and template carrier mechanism;
Step 5, takes vehicle equipment away, repeats step 4, successively by the multiple template supporting mechanism in step 3 transport to The precalculated position of tidal channel;
Step 6 after multiple template supporting mechanism splices successively on tidal channel, pours this section of tidal channel side wall concrete;
Step 7, after tidal channel side wall concrete reaches the intensity of requirement, form removal supporting mechanism to complete to demould, Shuttering supporting mechanism and plastics composite shuttering can continue to be used in turn.

Claims (8)

  1. It is 1. a kind of mechanical for building the template construction of tidal channel, which is characterized in that including shuttering supporting mechanism (1) and to move Vehicle equipment (2);
    The shuttering supporting mechanism (1) includes two shuttering supporting backing plates (11);In two shuttering supporting backing plates (11) Lateral surface is connected with side wall template (12), is hinged opposite there are two mirror image between medial surface and forms the V-type connecting rod of diamond shaped (13);Each V-type connecting rod (13) hingedly forms V-arrangement by two isometric interlinking lever ends, and in-between hinged place is connected with set One (141) of cylinder and sleeve two (142), screw rod (15) sequentially pass through the sleeve one (141) and sleeve two (142);The screw rod (15) screw thread on is mutually engaged with the helicla flute on the inside of sleeve one (141), the bottom end of non-threaded rotationally axis connection in set The smooth inner-side of two (142) of cylinder;
    The vehicle equipment (2) is including base board (21), delivery cushion cap (22) and is connected to two parallel intervals between the two The X-type connecting rod (23) of setting;It is articulated and connected at the intermediate interdigitated of each X-type connecting rod (23);Positioned at two X-type connecting rods (23) Partner (231) of homonymy is hingedly connected on the delivery cushion cap (22) and base board (21), opposite side sliding end (232) it is respectively slidably plugged in the horizontal concrete chute (24) on the delivery cushion cap (22) and the base board (21);Two A cross bar (25) is connected between a sliding end (232) positioned at lower end;The cross bar (25) is connected to the pedestal In pushing meanss (26) on plate (21).
  2. It is 2. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the side wall Template (12) passes through multiple rivet interlacements with the shuttering supporting backing plate (11);The both ends of the V-type connecting rod (13) are respectively articulated with In in first fixed seat (16) of shuttering supporting backing plate (11) adjacent surface.
  3. It is 3. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the screw rod (15) end is equipped with the T-shaped handle for facilitating holding.
  4. It is 4. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the side wall Template (12) is plastics composite shuttering.
  5. It is 5. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the promotion Device (26) is hydraulic jack, and promote-side (261) are connected on the cross bar (25), and fixing end (262) is connected to institute State the second fixed seat (271) of base board upper side.
  6. It is 6. according to claim 5 a kind of mechanical for building the template construction of tidal channel, which is characterized in that described passive End (231) is articulated in the third fixed seat (272) of described delivery cushion cap (22) and base board (21) adjacent surface;The sliding slot (24) it is set to longitudinally perpendicular be connected in the 4th fixed seat (273) of the delivery cushion cap and the base board adjacent surface.
  7. It is 7. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the pedestal Plate (21) downside quadrangle is respectively arranged with the traveling wheel (28) being moved easily.
  8. It is 8. according to claim 1 a kind of mechanical for building the template construction of tidal channel, which is characterized in that the pedestal The side of plate (21) is equipped with the handle for facilitating push-and-pull.
CN201721530996.2U 2017-11-14 2017-11-14 For building the template construction of tidal channel machinery Expired - Fee Related CN207537980U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721530996.2U CN207537980U (en) 2017-11-14 2017-11-14 For building the template construction of tidal channel machinery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721530996.2U CN207537980U (en) 2017-11-14 2017-11-14 For building the template construction of tidal channel machinery

Publications (1)

Publication Number Publication Date
CN207537980U true CN207537980U (en) 2018-06-26

Family

ID=62613714

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721530996.2U Expired - Fee Related CN207537980U (en) 2017-11-14 2017-11-14 For building the template construction of tidal channel machinery

Country Status (1)

Country Link
CN (1) CN207537980U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780386A (en) * 2017-11-14 2018-03-09 深圳市路桥建设集团有限公司 For building the template construction machinery and its application method of tidal channel
CN112342919A (en) * 2020-10-26 2021-02-09 中铁二十局集团有限公司 Template support of swivel bridge abnormal shape cushion cap

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780386A (en) * 2017-11-14 2018-03-09 深圳市路桥建设集团有限公司 For building the template construction machinery and its application method of tidal channel
CN112342919A (en) * 2020-10-26 2021-02-09 中铁二十局集团有限公司 Template support of swivel bridge abnormal shape cushion cap

Similar Documents

Publication Publication Date Title
CN105952482B (en) Self-propelled tunnel inverted arch lining trolley
CN105220626A (en) Steel form device and the construction method that combines with outer steel mould plate thereof in a kind of self-propelled
CN105736016A (en) Tunnel secondary lining steel bar framework construction equipment and application thereof
CN103469825A (en) Prefabricated water-resistant post-pouring belt formwork and installation method
CN207537980U (en) For building the template construction of tidal channel machinery
CN213038402U (en) Integrated construction device for rapid pouring of embankment side slope
CN104533460A (en) Construction method for concrete pouring of support-changing type formwork trolley and underground channel
CN105041339B (en) Disengaging type formwork jumbo, chassis component and underpass concrete construction method
CN104164951B (en) Stair landing and construction method thereof
CN105401723A (en) Detachable cyclic utilization device controlling floating of light block filling internal mold
CN107780386A (en) For building the template construction machinery and its application method of tidal channel
CN105538488A (en) Pipe gallery box culvert pouring mould
CN110284729A (en) A kind of historical building wall sectional type cutting disassembling method
CN111074893B (en) Construction system and construction method for concrete cushion layer of river dike and dyke
CN211898390U (en) Pouring template system for concrete cushion layer of river levee dam
CN104929660A (en) Formation and construction set for continuous open-cut tunnel
CN101929245A (en) Thin webbed girder vertical construction method
CN104894943A (en) Integral formwork for road and bridge drainage ditch construction concrete pouring
CN107030866B (en) Numerical control PC production line
CN206736662U (en) A kind of job site pin-connected panel precast concrete temporary road
CN207144641U (en) Assembling type enclosing shield
CN212003212U (en) Two lining quick construction structures in multiple variable cross section undercut tunnel
CN211849445U (en) Construction system of river levee dam concrete bed course
CN213382182U (en) Annular full-automatic production line transportation platform
CN108150197A (en) Radially overturning inverted arch trestle and its installation position method for demoulding to arc formwork

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180626

CF01 Termination of patent right due to non-payment of annual fee