CN204221939U - A kind of precast concrete cable channel cover plate mold system - Google Patents

A kind of precast concrete cable channel cover plate mold system Download PDF

Info

Publication number
CN204221939U
CN204221939U CN201420649899.5U CN201420649899U CN204221939U CN 204221939 U CN204221939 U CN 204221939U CN 201420649899 U CN201420649899 U CN 201420649899U CN 204221939 U CN204221939 U CN 204221939U
Authority
CN
China
Prior art keywords
cover plate
bed die
side form
cable channel
precast concrete
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
CN201420649899.5U
Other languages
Chinese (zh)
Inventor
丁卫清
戴如章
张晋绪
刘金陵
王磊
黄士君
马原
梁斌
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.)
Jiangsu Power Transmission & Transformation Corp
NANJING JINLING TIANCHENG SCIENCE & TECHNOLOGY Co Ltd
State Grid Corp of China SGCC
State Grid Jiangsu Electric Power Co Ltd
Economic and Technological Research Institute of State Grid Jiangsu Electric Power Co Ltd
Original Assignee
Jiangsu Power Transmission & Transformation Corp
NANJING JINLING TIANCHENG SCIENCE & TECHNOLOGY Co Ltd
State Grid Corp of China SGCC
State Grid Jiangsu Electric Power Co Ltd
Economic and Technological Research Institute of State Grid Jiangsu Electric Power 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 Jiangsu Power Transmission & Transformation Corp, NANJING JINLING TIANCHENG SCIENCE & TECHNOLOGY Co Ltd, State Grid Corp of China SGCC, State Grid Jiangsu Electric Power Co Ltd, Economic and Technological Research Institute of State Grid Jiangsu Electric Power Co Ltd filed Critical Jiangsu Power Transmission & Transformation Corp
Priority to CN201420649899.5U priority Critical patent/CN204221939U/en
Application granted granted Critical
Publication of CN204221939U publication Critical patent/CN204221939U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to cable channel cover plate manufacturing technology field, is specifically related to a kind of precast concrete cable channel cover plate mold system.It comprises side form and bed die, described side form selects angle steel to be welded into right angle frame, welded reinforcement and the prefabricated Z-shaped crotch of level in frame, mesh sheet installed by Z-shaped crotch, bed die adopts milling steel plate to be anchored on side form by bolt and pressing tongs, bed die surrounding arranges support, and bed die corner arranges hanger.The utility model side form is built afterwards and concrete is together built, and does not dismantle after shaping, relies on the straight degree of angle steel to avoid the outside line in concrete sideline to tilt, increases cover plate corner intensity, reduce cover plate impact failure; Z-shaped crotch can guarantee its stability in concrete vibrating process, improves precast concrete cover protective layer precision.Bed die bolt and pressing tongs fastening, ensure the steadiness in stage of vibrating in frequency conversion.Groove can ensure that concreting and the stage of vibrating, spillage phenomenon can not occur, simple and practical, cheap.

Description

A kind of precast concrete cable channel cover plate mold system
Technical field
The utility model relates to cable channel cover plate manufacturing technology field, is specifically related to a kind of precast concrete cable channel cover plate mold system.
Background technology
Along with the competition of substation project participating nation net high grade project requires more and more higher, the impression quality of engineering just seems particularly important, and wherein the impression quality of cover plate on cable trench of transformer station and durability just act as pivotal player in high grade project competition scoring.Therefore, improve cable channel cover plate impression quality and keep its smooth property to be an important topic.Concrete blinding generally direct employing steel form or plank sheathing in Traditional project, details position process imperfection, can not ensure thin coverplate thickness of protection tier and molded surface is smooth not, cannot meet high grade project competition requirement.
Utility model content
For the deficiency that prior art exists, the utility model provides that a kind of intensity is high, rigidity is large, vibrate stable, that precision is high, good integrity, smooth surface are smooth precast concrete cable channel cover plate mold system.
To achieve these goals, the utility model realizes by the following technical solutions:
A kind of precast concrete cable channel cover plate mold system, it comprises side form and bed die, described side form is welded into right angle frame by angle steel and forms, welded reinforcement and the prefabricated Z-shaped crotch of level in frame, mesh sheet installed by Z-shaped crotch, and what bed die adopted is milling steel plate, and this milling steel plate is anchored on side form by bolt and pressing tongs, bed die surrounding arranges support, and bed die corner arranges hanger.
Above-mentioned a kind of precast concrete cable channel cover plate mold system, the bed die described in it arranges groove along bezel locations, arranges band in groove, and frame snaps in groove.
Above-mentioned a kind of precast concrete cable channel cover plate mold system, reinforcing bar and the Z-shaped crotch of the side form welding described in it adopt zinc-plated process.
Above-mentioned a kind of precast concrete cable channel cover plate mold system, the angle steel described in it is L50 type, the Z-shaped crotch distance bottom 15-20mm welded.
Beneficial effect:
The utility model comprises the side form and bed die that angle steel makes, side form becomes plate part part after building, and together builds with concrete, does not dismantle after shaping, rely on the straight degree of angle steel to control the shaping straight degree of cover plate concrete frame, avoid because the process bad outside line caused in concrete sideline is tilted; Adopt angle steel frame can increase cover plate corner intensity, significantly reduce cover plate in maintenance, transport, installation impact failure; The welding of Z-shaped welding crotch can guarantee its stability in concrete vibrating process, improves precast concrete cover protective layer precision.Bed die by manually use bolt and pressing tongs fastening, ensure that whole template is vibrated in frequency conversion the steadiness in stage.The groove of bed die can ensure that concreting and the stage of vibrating, spillage phenomenon can not occur, simple and practical, cheap.
Accompanying drawing explanation
The utility model is described in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is side form structural representation of the present utility model.
Fig. 2 is the 1-1 sectional view of Fig. 1.
Fig. 3 is die structure schematic diagram of the present utility model.
Fig. 4 is the utility model bed die groove scheme of installation.
Detailed description of the invention
The technological means realized for making the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the utility model further.
With reference to Fig. 1, Fig. 2 and Fig. 3, the utility model precast concrete cable channel cover plate mold system comprises side form 1 and bed die 2, and side form 1 selects L50 type angle steel to be welded into right angle frame, forms angle steel frame; Welded reinforcement 3 and the prefabricated Z-shaped crotch 4 of level in right angle frame, reinforcing bar 3 and Z-shaped crotch 4 adopt zinc-plated process, the Z-shaped crotch 4 welded is apart from bottom 18mm, mesh sheet installed by Z-shaped crotch 4, bed die 2 adopts milling steel plate to be anchored on side form 1 by bolt 6 and pressing tongs 7, bed die 2 surrounding arranges support 8, and bed die 2 four jiaos arranges hanger 9.
With reference to Fig. 4, bed die 2 arranges groove along bezel locations, and arrange band 10 in groove, frame snaps in groove.
During making, the utility model angle steel adopts L50 type angle steel to be welded into right angle frame, this frame is as permanent Side shuttering, plate part part is become after building, together build with concrete, do not dismantle after shaping, rely on the straight degree of angle steel to control the shaping straight degree of cover plate concrete frame, avoid because the process bad outside line caused in concrete sideline is tilted; Adopt angle steel frame can increase cover plate corner intensity, significantly reduce cover plate in maintenance, transport, installation impact failure; Angle steel frame exposes after concrete formation, and solid colour after zinc-plated color and concrete curing complete, impression quality is better.Angle steel frame manufacturing process steps of the present utility model is: the first step is angle steel fracture, and second step is angle of attack mouth, and the 3rd step is the baking of leg of angle limit, bending; 4th step is that frame is shaping; 5th step is welded to connect joint, and the 6th step is welding fabrication, polishing, and the 7th step is welding steel muscle, correction.
Z-shaped crotch weldering horizontal welding is connected on angle steel frame, as installation anchor point and the bracket of mesh sheet, then zinc-plated.Reinforcement network welds can guarantee its stability in concrete vibrating process with the Z-shaped crotch that welds, and improves precast concrete cover protective layer precision.
At uniform 2 tie points of long margin frame when arranging, minor face frame evenly arranges 3 vertical muscle connecting reinforcement heads, and distance 18 millimeters, bottom, actual quantity can adjust according to cover plate size.
Base plate adopts the milling steel plate after milling, and fineness is 0.01mm, ensures the planarization bottom cover plate and fineness; Adopt 18mm thickness steel plate, be laid on the keel of groined type setting, junction milling, welding, thus ensure rigidity and the flatness of mold integral.After angle steel frame has welded with arrangement of reinforcement, circulation enters die bottom plate system, by manually use bolt and pressing tongs fastening, ensure that whole template is vibrated in frequency conversion the steadiness in stage.Bed die accurately offers 7mm depth groove along angle bar bezel locations, built-in 9.8*7mm silicone rubber seal band, by welding the upset of configuration reinforcement angle bar frame, snaps in groove.This setting can ensure that concreting and the stage of vibrating, spillage phenomenon can not occur, simple and practical, cheap.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technical staff of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and description just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.

Claims (4)

1. a precast concrete cable channel cover plate mold system, it is characterized in that, comprise side form and bed die, described side form is welded into right angle frame by angle steel and forms, and in described frame, welded reinforcement and the prefabricated Z-shaped crotch of level, mesh sheet installed by Z-shaped crotch, what described bed die adopted is milling steel plate, described milling steel plate is anchored on side form by bolt and pressing tongs, and described bed die surrounding arranges support, and described bed die corner arranges hanger.
2. a kind of precast concrete cable channel cover plate mold system according to claim 1, it is characterized in that, described bed die arranges groove along bezel locations, arranges band in described groove, and described frame snaps in groove.
3. a kind of precast concrete cable channel cover plate mold system according to claim 1, is characterized in that, reinforcing bar and the Z-shaped crotch of described side form welding adopt zinc-plated process.
4. a kind of precast concrete cable channel cover plate mold system according to claim 1, it is characterized in that, described angle steel is L50 type, the Z-shaped crotch distance bottom 15-20mm welded.
CN201420649899.5U 2014-11-03 2014-11-03 A kind of precast concrete cable channel cover plate mold system Expired - Fee Related CN204221939U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420649899.5U CN204221939U (en) 2014-11-03 2014-11-03 A kind of precast concrete cable channel cover plate mold system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420649899.5U CN204221939U (en) 2014-11-03 2014-11-03 A kind of precast concrete cable channel cover plate mold system

Publications (1)

Publication Number Publication Date
CN204221939U true CN204221939U (en) 2015-03-25

Family

ID=52920077

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420649899.5U Expired - Fee Related CN204221939U (en) 2014-11-03 2014-11-03 A kind of precast concrete cable channel cover plate mold system

Country Status (1)

Country Link
CN (1) CN204221939U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104908148A (en) * 2015-06-01 2015-09-16 济南城建集团有限公司 Cable trough cover plate prefabricated template and construction method thereof
CN107009508A (en) * 2017-05-08 2017-08-04 湖南三快而居住宅工业有限公司 Preform production method and prefabricated component
CN108972831A (en) * 2018-07-23 2018-12-11 中国十七冶集团有限公司 A kind of sump, septic tank precast concrete cover manufacturing system
CN110429548A (en) * 2019-08-29 2019-11-08 中国电力工程顾问集团西北电力设计院有限公司 A kind of framework of steel reinforcement and its method for arranging of the prefabricated cover board of cable duct corner

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104908148A (en) * 2015-06-01 2015-09-16 济南城建集团有限公司 Cable trough cover plate prefabricated template and construction method thereof
CN107009508A (en) * 2017-05-08 2017-08-04 湖南三快而居住宅工业有限公司 Preform production method and prefabricated component
CN108972831A (en) * 2018-07-23 2018-12-11 中国十七冶集团有限公司 A kind of sump, septic tank precast concrete cover manufacturing system
CN110429548A (en) * 2019-08-29 2019-11-08 中国电力工程顾问集团西北电力设计院有限公司 A kind of framework of steel reinforcement and its method for arranging of the prefabricated cover board of cable duct corner
CN110429548B (en) * 2019-08-29 2024-02-06 中国电力工程顾问集团西北电力设计院有限公司 Reinforcement skeleton of prefabricated cover plate at corner of cable trench and arrangement method of reinforcement skeleton

Similar Documents

Publication Publication Date Title
CN204221939U (en) A kind of precast concrete cable channel cover plate mold system
CN107053456B (en) A kind of preparation method of web holes cast-type part combination prefabricated components
CN206128374U (en) A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module
CN104294966B (en) Double layer hollow reinforce concrete wall and construction method thereof
CN201713970U (en) Structural system with light multi-ribbed plates and light multi-ribbed floor systems
CN210563445U (en) Cement type surface course separation seam reservation device and cement type surface course structure
CN204510813U (en) L-type cladding panel structure under a kind of novel frame Liang Liang
CN207110172U (en) A kind of assembling type steel structure cast-in-place concrete floor side mould node
CN203876017U (en) Precast concrete mold and concrete slab manufactured with same
CN204001212U (en) Band ring-type rebar connector
CN207110171U (en) A kind of assembling type steel structure floor overhanging type side mould node
CN202519586U (en) Steel-wood combination type clear water concrete bridge pier formwork structure
CN108396964A (en) A kind of removable regularization cast-in-situ stair wooden model board mounting assembly and method
CN204626965U (en) For the steel stair template of poured up at a time between architectural stair
CN207405989U (en) Punching block panel assembly in a kind of self-propelled
CN207244960U (en) A kind of Prefabricated stacking floor with tool-typed formwork for being used to drop plate region
CN207268017U (en) A kind of assembling type steel structure floor seal type side mould node
CN207211467U (en) A kind of combined type floor support plate constructing structure for steel building
CN203755514U (en) Casting die structure
CN206110645U (en) Aluminium frame covers moulds building templates
CN207244964U (en) A kind of difference of height floor constructing structure for steel building
CN207469617U (en) A kind of parapet position assembled room grid beam structure
CN101550722A (en) Construction method for inverted conical shell structure
CN107587435A (en) The cast-in-place composite concrete sound barrier of formwork erection and its construction method
CN203855968U (en) Foundation pit slope cushion layer construction template

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150325

Termination date: 20151103

EXPY Termination of patent right or utility model