CN208343115U - A kind of prefabricated components formwork erection production equipment - Google Patents

A kind of prefabricated components formwork erection production equipment Download PDF

Info

Publication number
CN208343115U
CN208343115U CN201821016977.2U CN201821016977U CN208343115U CN 208343115 U CN208343115 U CN 208343115U CN 201821016977 U CN201821016977 U CN 201821016977U CN 208343115 U CN208343115 U CN 208343115U
Authority
CN
China
Prior art keywords
mould
bed die
prefabricated components
side form
end edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201821016977.2U
Other languages
Chinese (zh)
Inventor
侯和涛
李明俊
季可凡
彭长乐
曲冰
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.)
Shandong University
Original Assignee
Shandong University
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 Shandong University filed Critical Shandong University
Priority to CN201821016977.2U priority Critical patent/CN208343115U/en
Application granted granted Critical
Publication of CN208343115U publication Critical patent/CN208343115U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The utility model discloses a kind of prefabricated components formwork erection production equipments, it solves the problems, such as side form support in the prior art occupied space is larger, side form is easily-deformable in casting process, is not avoided that core plate to float, and has the effect of improving prefabricated components production efficiency, reduces place space needed for component produces, improve the prefabricated components quality of production, prevent core plate floating;Its technical solution are as follows: surround frame structure including bed die, end edge mould and with the end side mould of anti-side pressure, bed die and end edge mould, end side mould on the upside of it, several side forms are spaced apart between the mould of end side;The bed die opens up the prestressing force kerve of perforation and the side mould limiting slot with set depth, opens up side mould limiting slot on the inside of end edge mould, blocks end side mould and side form by the side mould limiting slot, makes to be not required to setting support between side form and side form;The end edge mould is bolted respectively with end side mould, bed die, and bed die top is equipped with the side mode cover board for preventing spillage.

Description

A kind of prefabricated components formwork erection production equipment
Technical field
The utility model relates to concrete prefabricated element manufacturing fields more particularly to a kind of production of prefabricated components formwork erection to set It is standby.
Background technique
Prefabricated components production can be used that flat-die pours, formwork erection pours mode, wherein flat-die pours that occupied ground is big, production Low efficiency needs template number more, and member upper surface is difficult to reach the requirement of flatness, and the how easy spillage of form joint processes matter Amount is difficult to control.
Current formwork erection placing installation, side template are easy to generate change because of concrete impact or lateral pressure in casting process Shape, it is that side form need to provide certain rigidity, thus occupy larger space that support, which need to be arranged,.
For the production of sandwich style concrete composite wallboard, current formwork erection placing installation does not prevent core plate from floating Effective means, and cannot achieve prestressed tensioning in precast prestressed concrete component, component is poured with steam-cured place not In same position, a large amount of electric power and the energy need to be expended by carrying component.
Utility model content
A kind of prefabricated components formwork erection production equipment that in order to overcome the deficiencies of the prior art, the utility model provides, tool It is improved prefabricated components production efficiency, reduces place space needed for component produces, improves the prefabricated components quality of production, prevents core plate The effect of floating.
The utility model adopts the following technical solutions:
A kind of prefabricated components formwork erection production equipment, including bed die, end edge mould and with the end side mould of anti-side pressure, bed die with End edge mould, end side mould on the upside of it surround frame structure, and several side forms are spaced apart between the mould of end side;The bed die opens up perforation Prestressing force kerve and side mould limiting slot with set depth, open up side mould limiting slot on the inside of end edge mould, pass through the side Mould limiting slot blocks end side mould and side form, makes to be not required to setting support between side form and side form;The end edge mould and end side mould, bed die point It is not bolted, bed die top is equipped with the side mode cover board for preventing spillage.
Further, the end side mould is fixed by bolts in the bolt hole on bed die top.
Further, the bed die both upper ends thereof is respectively equipped with multiple bolts hole for connecting pin side mode.
Further, the bed die cover board is to set round-meshed steel plate, has presstressed reinforcing steel to pass through inside bed die cover board.
Further, the side form thickness is less than end side mould thickness, the side form corresponding position aperture.
Further, side mode cover board is installed on the inside of the end edge mould.
Further, the prestressing force kerve is arranged between end side mould and side form, between adjacent side form.
The application method of prefabricated components formwork erection production equipment, comprising the following steps:
Step (1) basis pours the number of components and chooses bed die and assemble end edge mould and end side mould, end edge mould, end side mould, bottom It is bolted between mould, side form is installed and the side mould limiting slot for being stuck in bed die and end edge mould is completed to fix;
Presstressed reinforcing steel is passed through bed die cover board and bed die by step (2), and prestressed anchor is arranged in bed die lower part, per complete Presstressed reinforcing steel and bed die cover board are pushed into one section until presstressed reinforcing steel is all in place by wearing for Cheng Yigen presstressed reinforcing steel, presstressed reinforcing steel The prestressing force straining beam in upper end and the steam-cured cabin in underground anchors;
Step (3) smears lubriation material in end side mould and side form inner surface convenient for demoulding, and casting concrete component is simultaneously completed It is steam-cured;
Demoulding after the completion of step (4) is steam-cured, component conveying to component stockyard.
Further, in the step (1), when pouring belt carcass board member, to prevent core plate floating can be by core plate reinforcing bar Rack is fixed with deformed bar Mulit-point Connection, or core plate is stuck on side form using metal tube, and will before concrete final set Metal tube extracts teeming concrete.
Further, in the step (2), prestressing force straining beam is arranged in the steam-cured cabin top in underground, and tension of prestressed tendon is complete After in the material that prestressing force straining beam top film laying or other surfaces are smooth, casting concrete concrete from prestressing force Tensioning beam surface flows down, and concrete is prevented to be deposited on prestressing force straining beam.
Compared with prior art, the utility model has the beneficial effects that
(1) the utility model on the inside of end edge mould, bed die upper surface be respectively provided with side mould limiting slot, side form passes through side mould limiting Slot blocks, and setting support is not required between side form, existing formwork erection equipment side form is solved and easily occurs to need to be arranged between template deformation, side form More support maintains the problem that support installation is complicated between formwork rigidity, waste more space, template;
(2) the utility model side form can be adjusted according to the number of components is poured, and it is smaller that side form only plays compartmentation, thickness Improve utilization of area rate;
(3) core plate bar frame and the binding of deformed bar multiple spot can be used when the utility model pours component containing core plate Mode prevents core plate from floating;It can also take and place metal tube between core plate and side form by frictional force prevention core plate floating, mixed Metal tube is extracted before solidifying soil final set and the method for teeming concrete prevents core plate from floating.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is the scheme of installation of the utility model;
Fig. 2 is the overall structure diagram of the utility model;
Wherein: 1- prestressing force straining beam, the end side 2- mould, 3- bed die, 4- side mould limiting slot, 5- prestressing force kerve, the bottom 6- Die cap plate, 7- side form, 8- core plate, 9- metal tube, 10- side mode cover board, 11- end edge mould.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
As background technique is introduced, exist in the prior art that side form support occupied space is larger, side in casting process The deficiency that mould is easily-deformable, is not avoided that core plate floats, in order to solve technical problem as above, present applicant proposes a kind of prefabricated structures Part formwork erection production equipment.
In a kind of typical embodiment of the application, as Figure 1-Figure 2, a kind of prefabricated components formwork erection production is provided Equipment is placed in inside the steam-cured cabin in underground, and prefabricated components can directly carry out pouring and steam-cured, reduction carrying component in steam-cured cabin Required labour.
Each cabin is provided with casting unit in the steam-cured cabin in underground, and each casting unit includes 3, two end edge moulds of bed die 11, two end side moulds 2 and several side forms 7.
Two end edge moulds 11 are respectively perpendicular the upper one end for being installed on bed die 3, the both ends difference of described two end edge moulds 11 It is connected by end side mould 2, end edge mould 11, end side mould 2 and bed die 3 form open-topped cuboid framework structure.
Multiple side forms 7 are arranged in interval between two end side moulds 2, and the distance between adjacent side form 7 has with prefabricated components thickness It closes.
End side mould 2 have greater stiffness, with prevent because lateral pressure it is excessive caused by swollen mould;7 thickness of side form is smaller, component Between lateral pressure interaction, side form 7 rise compartmentations be not required to lateral resisting.
Preferably, side form 7 is the steel plate with a thickness of 4~30mm.
Side form 7, which can need to weld steel shoe on it according to component, opens up door-window opening and tongue and groove etc. to meet prefabricated components It is required that.
3 upper surface of bed die is equipped at intervals with several side mould limiting slots 4 being parallel to each other, side mould limiting slot 4 and end edge mould 11 is vertical;The depth of side mould limiting slot 4 is shallower, for blocking end side mould 2 and side form 7.
Be not required between the application side form 7 setting support, solve existing formwork erection equipment side form easily occur template deformation, side form it Between need to be arranged more support and maintain the problem that support installation is complicated between formwork rigidity, waste more space, template.
3 surface of bed die is also provided with the prestressing force kerve 5 of perforation, passes through for presstressed reinforcing steel;The prestressed stretch-draw Slot 5 is arranged between end side mould 2 and side form 7, between adjacent side form 7.
Several side mould limiting slots 4 being parallel to each other are equipped on the inside of end edge mould 11, side mould limiting slot 4 is vertical with bed die 3, and It is corresponding with 3 upper surface 4 positions of side form limiting slot of bed die;End side mould 2 and side form 7 pass through the side mould limiting on end edge mould 11, bed die 3 Slot 4 realizes clamping.
End edge mould 11 need to have greater stiffness with prevent because lateral pressure it is excessive caused by swollen mould;End edge mould 11 and end side mould 2, bed die 3 is bolted;The inside of end edge mould 11 is equipped with side mode cover board 10, for preventing end edge mould 11 from connecting spiral shell used Spillage occurs for keyhole.
Side mode cover board 10 should have covers different size moduluses more, to meet the requirement of different component thickness.
3 both ends of bed die have multiple bolts hole, and bed die 3 and the bottom of end edge mould 11 are bolted.
3 surface of bed die is equipped with bed die cover board 6, and bed die cover board 6 is the steel plate for opening up circular hole, and presstressed reinforcing steel can be made to pass through simultaneously Prevent 3 spillage of bed die.
Bed die cover board 6 should have covers different size moduluses more, to meet the requirement of different component thickness.
End side mould 2 is bolted on 3 top of bed die.
Prestressing force straining beam 1 is set at the top of steam-cured cabin, and prestressing force straining beam 1 uses round steel pipe, surfacing at anchorage;? After the completion of drawing on prestressing force straining beam 1 film laying or other surfaces lubricious material, concrete can be from circle when casting concrete Steel tube surface, which flows down, prevents concrete to be deposited on prestressing force straining beam 1.
When being poured using the application containing 8 component of core plate, core plate bar frame can be used and deformed bar Mulit-point Connection is solid Fixed mode prevents core plate from floating;It can also take and place metal tube 9 between core plate 8 and side form 7 by frictional force prevention core plate 8 It is floating, metal tube 9 is extracted before concrete final set and the method for teeming concrete prevents core plate 8 from floating.
The application method of the application, comprising the following steps:
Step (1) basis pours the number of components and chooses bed die 3 and assemble end edge mould 11 and end side mould 2, end edge mould 11, end side It is bolted between mould 2, bed die 3, side form 7 is installed and is stuck in the side mould limiting slot 4 of bed die 3 and end edge mould 11 and is completed It is fixed;
When pouring band 8 component of core plate, core plate bar frame and deformed bar multiple spot can be connected to prevent core plate 8 from floating Fixation is connect, or core plate 8 is stuck on side form 7 using metal tube 9, and metal tube 9 is extracted into teeming coagulation before concrete final set Soil.
Presstressed reinforcing steel is passed through bed die cover board 6 and bed die 3 by step (2), and piece wearing for presstressed reinforcing steel of every completion will answer in advance Power muscle and bed die cover board 6 are pushed into one section until presstressed reinforcing steel is all in place, the prestressing force of presstressed reinforcing steel upper end and the steam-cured cabin in underground Tensioning beam 1 anchors.
Step (3) smears lubriation material on 2 surface of end side mould convenient for demoulding, and casting concrete component is simultaneously completed steam-cured.
Demoulding after the completion of step (4) is steam-cured, component conveying to component stockyard.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.

Claims (7)

1. a kind of prefabricated components formwork erection production equipment, which is characterized in that including bed die, end edge mould and end side with anti-side pressure Mould, bed die and end edge mould, end side mould on the upside of it surround frame structure, and several side forms are spaced apart between the mould of end side;The bottom Mould opens up the prestressing force kerve of perforation and the side mould limiting slot with set depth, opens up side mould limiting slot on the inside of end edge mould, End side mould and side form are blocked by the side mould limiting slot, makes to be not required to setting support between side form and side form;The end edge mould and end Side form, bed die are bolted respectively, and bed die top is equipped with the side mode cover board for preventing spillage.
2. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that the end side mould passes through spiral shell Bolt is fixed in the bolt hole of bed die both upper ends thereof.
3. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that the bed die both upper ends thereof It is respectively equipped with multiple bolts hole for connecting pin side mode.
4. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that the bed die cover board is to set Round-meshed steel plate has presstressed reinforcing steel to pass through inside bed die cover board.
5. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that the side form thickness is less than End side mould thickness, the side form corresponding position aperture.
6. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that peace on the inside of the end edge mould Rim die cap plate.
7. a kind of prefabricated components formwork erection production equipment according to claim 1, which is characterized in that the prestressing force kerve It is arranged between end side mould and side form, between adjacent side form.
CN201821016977.2U 2018-06-28 2018-06-28 A kind of prefabricated components formwork erection production equipment Active CN208343115U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821016977.2U CN208343115U (en) 2018-06-28 2018-06-28 A kind of prefabricated components formwork erection production equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821016977.2U CN208343115U (en) 2018-06-28 2018-06-28 A kind of prefabricated components formwork erection production equipment

Publications (1)

Publication Number Publication Date
CN208343115U true CN208343115U (en) 2019-01-08

Family

ID=64881332

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821016977.2U Active CN208343115U (en) 2018-06-28 2018-06-28 A kind of prefabricated components formwork erection production equipment

Country Status (1)

Country Link
CN (1) CN208343115U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110653925A (en) * 2018-06-28 2020-01-07 山东大学 Prefabricated part vertical mold production equipment and use method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110653925A (en) * 2018-06-28 2020-01-07 山东大学 Prefabricated part vertical mold production equipment and use method thereof

Similar Documents

Publication Publication Date Title
CN107476482B (en) A kind of prefabricated panel with light gauge cold-formed steel shape rib, superimposed sheet and preparation method thereof
CN110056092B (en) Connecting structure of bolting-inserting type upper and lower prefabricated shear walls and superimposed sheet and construction method
CN208088615U (en) A kind of prefabricated board and hollow laminated floor slab
CN110965484A (en) New and old bridge widening reinforcing method
CN109518858A (en) Fabricated Beam-Slab connection structure and its construction method
CN107217787A (en) A kind of assembled coupling beam of built-in profiled sheet groove structure
CN110509396A (en) A kind of production method of superimposed sheet, superimposed sheet production equipment and superimposed sheet
CN110499869A (en) Bracket composite beam and its construction method
CN208343115U (en) A kind of prefabricated components formwork erection production equipment
CN209227836U (en) Prefabricated concrete structure wall-column all steel is keyed structure
CN109267585B (en) Assembled prismatic table type foundation and column structure and assembling method
CN102251481A (en) Railway pier layered construction method and construction device
CN211114261U (en) Precast concrete shear force wall panel structure
CN208451857U (en) Mold is arranged in a kind of assembled architecture precast concrete wall side keyway
CN105696453A (en) Steel-concrete composite beam
CN209227579U (en) Assembled prismoid shaped basis and rod structure
CN211415593U (en) Side form system of prefabricated wallboard
CN209397926U (en) A kind of elevator fence operation platform structure
CN202559291U (en) U-typed aqueduct simulated test device
CN207988289U (en) A kind of laminated floor slab
CN111021726A (en) Post-cast strip and construction joint position assembled aluminum alloy template
CN216109691U (en) Deformation joint reinforcing clear water plate square steel framework die capable of being turned over
CN110696160A (en) Side formwork system of prefabricated wallboard and production method thereof
CN110748221A (en) Prefabricated assembled pond guide wall
CN110653925A (en) Prefabricated part vertical mold production equipment and use method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant