CN106205353A - Building beam slab formwork model and manufacture method - Google Patents

Building beam slab formwork model and manufacture method Download PDF

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Publication number
CN106205353A
CN106205353A CN201610750522.2A CN201610750522A CN106205353A CN 106205353 A CN106205353 A CN 106205353A CN 201610750522 A CN201610750522 A CN 201610750522A CN 106205353 A CN106205353 A CN 106205353A
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CN
China
Prior art keywords
simulation
slab
template
simulating
cross bar
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.)
Pending
Application number
CN201610750522.2A
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Chinese (zh)
Inventor
宋功业
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 Institute of Architectural Technology
Jiangsu Jianzhu Institute
Original Assignee
Jiangsu Institute of Architectural Technology
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 Institute of Architectural Technology filed Critical Jiangsu Institute of Architectural Technology
Priority to CN201610750522.2A priority Critical patent/CN106205353A/en
Publication of CN106205353A publication Critical patent/CN106205353A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G09EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
    • G09BEDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
    • G09B25/00Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
    • G09B25/04Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings

Abstract

Building beam slab formwork model and manufacture method are to give training and design for carrying out aided education and the rural migrant worker for construction enterprises, belong to vocational education facility field;Building beam slab formwork model by simulating beam slab, simulation beam-slab template, simulated templates are put more energy into, simulate support jacking, simulation vertical rod, simulation cross bar with simulate what connector formed;Simulation beam-slab template is positioned at the lower section of simulation beam slab, the lower section that simulated templates is put more energy into;On the simulation cross bar supported below that simulated templates is put more energy into and simulation support jacking;Simulation cross bar intersects vertically with simulation vertical rod, and is connected by simulation connector;The invention has the beneficial effects as follows and make university students or rural migrant worker be imparted knowledge to students by model display, beam slab formwork is configured with directly understanding, it is simple to understand.

Description

Building beam slab formwork model and manufacture method
Technical field
The present invention is building beam slab formwork model and manufacture method, is for carrying out aided education and the agriculture for construction enterprises Civilian worker gives training and designs, and belongs to vocational education facility field.
Background technology
So-called beam slab formwork, refers to the formwork erection of beam floor, is common working procedure in architectural engineering;By In at the bottom of beam protruding plate, original simple template support is caused to become complicated;For there is no the university students of practical experience, and also do not have For having the rural migrant worker of entrance duty, it should be familiar with the structure of beam slab formwork, but want allow them understand and grasp beam slab The structure of formwork is really not easy;The Teaching in University of China's architectural engineering class adopts always and lectures is main teaching method, in recent years Although carrying out China Higher to have breakthrough in teaching with middle vocational education, have employed the Informalized teaching means such as multimedia, arranging Some Teaching Circumstances, but break away from the teaching model to lecture the most at all;For making education can catch up with China's economic development Paces, country decision-making transform a collection of application technology university, the teacher of these universities, facility are all according to elite formula training mode Arranging, want to press close to construction teaching, difficulty is the biggest;On the other hand, the issuing and implementation planned along with the industry 2025 of China, closely National over Nian strengthen the training request to rural migrant worker, and the inspection of enterprise in charge of construction is examined and puts more effort, but build Build construction enterprises and be difficult to the tissue training to the beam slab formwork construction of rural migrant worker, application technology university, School of High Profession Technology, middle vocational school Current facility can not meet the training request of the rural migrant worker's beam slab formwork construction being engaged in building industry.
The building beam slab formwork model that the present invention provides can solve these problems.
Summary of the invention
The specific practice of this programme is:
Use building beam slab formwork model as shown in Figure 1, simulation beam slab 1, simulation beam-slab template 2, simulated templates put more energy into 3, Simulation support jacking 4, simulation vertical rod 5, simulation cross bar 6 and simulation connector 7 composition;The bed die of simulation beam-slab template 2 is positioned at Simulation beam slab 1 lower section, simulated templates put more energy into 3 top;The side form of simulation beam-slab template 2 is positioned at the simulating beam of simulation beam slab 1 Both sides;Simulated templates put more energy into 3 simulation cross bar supported below 6 and simulation support jacking 4 on;Simulation cross bar 6 is vertical with simulation Bar 5 intersects vertically, and is connected by simulation connector 7.
Simulation beam slab 1 is made up of simulating beam and analog board, simulating beam and the integral structure of analog board;Analog board all sets Putting above simulation beam-slab template 2, simulating beam is in addition to being arranged on the top of simulation beam-slab template 2, and two sides are also provided with simulation Beam-slab template 2.
Simulation beam-slab template 2 is arranged on the simulation bottom of analog board of beam slab 1, the bottom of simulating beam and two sides;Simulation It is respectively provided with simulated templates outside the bottom of beam-slab template 2 and the simulation beam-slab template 2 of simulating beam side and puts more energy into 3.
Simulated templates put more energy into 3 be along simulation the longitudinally spaced setting of beam-slab template 2 rod-like members;Support simulated templates is put more energy into 3 be simulation cross bar 6 and simulation vertical rod 5.
Simulation support jacking 4 is in simulating vertical rod 5 top, to support simulated templates put more energy into 3 simulation cross bar 6 Support and the parts of regulation effect.
Simulation vertical rod 5 is vertically disposed rod-like members;There is screw thread on the top of simulation vertical rod 5, with simulation support jacking 4 altogether Same-action, can put more energy into simulated templates 3 plays regulatory role.
Simulation cross bar 6 is horizontally disposed rod-like members, intersects vertically with simulation vertical rod 5, is connected by simulation connector 7 Integral.
Simulation connector 7 is the fastener connecting simulation vertical rod 5 with simulation cross bar 6.
The manufacture method of building beam slab formwork model is, first simulation vertical rod 5 and simulation cross bar 6 is vertically propped up and is set to simulating beam Simulation support jacking less than 4 at the bottom of the simulating beam of plate 1, determines the position of center line of simulating beam, the absolute altitude of simulating beam bed die and mould Intend the position of beam limit mould, adjust simulation vertical rod 5 and the position of simulation cross bar 6;
Simulated templates is then installed and puts more energy into 3 and the template of simulating beam of simulation beam-slab template 2;
Simulation vertical rod 5 under the template of the analog board installing simulation beam-slab template 2 again and simulation cross bar 6, on the top of simulation vertical rod 5 Simulation support jacking 4 and simulation cross bar 6 are installed by portion, adjust the absolute altitude of simulation cross bar 6, install the analog board of simulation beam-slab template 2 The simulated templates of bottom puts more energy into 3 and connect;
The analog board template of simulation beam-slab template 2 is finally installed, adjusts the simulation absolute altitude of beam-slab template 2, position;Simulating beam is installed Plate 1.
The invention has the beneficial effects as follows and make university students or rural migrant worker be imparted knowledge to students by model display, beam slab formwork is configured with Directly understanding, it is simple to understand.
Accompanying drawing explanation
Fig. 1 builds beam slab formwork model elevational schematic view.
In figure: 1-simulates beam slab;2-simulates beam-slab template;3-simulated templates is put more energy into;4-simulates support jacking;5-simulation is vertical Bar;6-simulates cross bar;7-simulates connector.
Detailed description of the invention
Embodiment
Certain university's designed, designed uses building beam slab formwork model as shown in Figure 1, by simulation beam slab 1, simulation beam slab Template 2, simulated templates put more energy into 3, simulation support jacking 4, simulation vertical rod 5, simulation cross bar 6 and simulation connector 7 composition;Simulation The bed die of beam-slab template 2 be positioned at simulation beam slab 1 lower section, simulated templates put more energy into 3 top;The side form position of simulation beam-slab template 2 Both sides in the simulating beam of simulation beam slab 1;Simulated templates put more energy into 3 simulation cross bar supported below 6 and simulation support jacking 4 On;Simulation cross bar 6 intersects vertically with simulation vertical rod 5, and is connected by simulation connector 7.
Simulation beam slab 1 is made up of simulating beam and analog board, simulating beam and the integral structure of analog board;Analog board all sets Putting above simulation beam-slab template 2, simulating beam is in addition to being arranged on the top of simulation beam-slab template 2, and two sides are also provided with simulation Beam-slab template 2.
Simulation beam-slab template 2 is arranged on the simulation bottom of analog board of beam slab 1, the bottom of simulating beam and two sides;Simulation It is respectively provided with simulated templates outside the bottom of beam-slab template 2 and the simulation beam-slab template 2 of simulating beam side and puts more energy into 3.
Simulated templates put more energy into 3 be along simulation the longitudinally spaced setting of beam-slab template 2 rod-like members;Support simulated templates is put more energy into 3 be simulation cross bar 6 and simulation vertical rod 5.
Simulation support jacking 4 is in simulating vertical rod 5 top, to support simulated templates put more energy into 3 simulation cross bar 6 Support and the parts of regulation effect.
Simulation vertical rod 5 is vertically disposed rod-like members;There is screw thread on the top of simulation vertical rod 5, with simulation support jacking 4 altogether Same-action, can put more energy into simulated templates 3 plays regulatory role.
Simulation cross bar 6 is horizontally disposed rod-like members, intersects vertically with simulation vertical rod 5, is connected by simulation connector 7 Integral.
Simulation connector 7 is the fastener connecting simulation vertical rod 5 with simulation cross bar 6.
The manufacture method of building beam slab formwork model is, first simulation vertical rod 5 and simulation cross bar 6 is vertically propped up and is set to simulating beam Simulation support jacking less than 4 at the bottom of the simulating beam of plate 1, determines the position of center line of simulating beam, the absolute altitude of simulating beam bed die and mould Intend the position of beam limit mould, adjust simulation vertical rod 5 and the position of simulation cross bar 6;
Simulated templates is then installed and puts more energy into 3 and the template of simulating beam of simulation beam-slab template 2;
Simulation vertical rod 5 under the template of the analog board installing simulation beam-slab template 2 again and simulation cross bar 6, on the top of simulation vertical rod 5 Simulation support jacking 4 and simulation cross bar 6 are installed by portion, adjust the absolute altitude of simulation cross bar 6, install the analog board of simulation beam-slab template 2 The simulated templates of bottom puts more energy into 3 and connect;
The analog board template of simulation beam-slab template 2 is finally installed, adjusts the simulation absolute altitude of beam-slab template 2, position;Simulating beam is installed Plate 1.

Claims (9)

1. building beam slab formwork model, is characterized in that, simulation beam slab (1), simulation beam-slab template (2), simulated templates put more energy into (3), simulation support jacking (4), simulation vertical rod (5), simulation cross bar (6) form with simulation connector (7);Simulation beam-slab template (2) bed die is positioned at the lower section of simulation beam slab (1), and simulated templates is put more energy into the top of (3);The side form position of simulation beam-slab template (2) Both sides in the simulating beam of simulation beam slab (1);Simulated templates put more energy into (3) simulation cross bar (6) supported below and simulation support On jacking (4);Simulation cross bar (6) intersects vertically with simulation vertical rod (5), and is connected by simulation connector (7).
Building beam slab formwork model the most according to claim 1, is characterized in that, simulation beam slab (1) is by simulating beam and mould Intend plate composition, simulating beam and the integral structure of analog board;Analog board is provided entirely in the top of simulation beam-slab template (2), simulation Beam is in addition to being arranged on the top of simulation beam-slab template (2), and two sides are also provided with simulating beam-slab template (2).
Building beam slab formwork model the most according to claim 2, is characterized in that, simulation beam-slab template (2) is arranged on simulation The bottom of plate, the bottom of simulating beam and two sides;The bottom of simulation beam-slab template (2) and the simulation beam-slab template of simulating beam side (2) it is respectively provided with simulated templates outside and puts more energy into (3).
Building beam slab formwork model the most according to claim 1, is characterized in that, simulated templates put more energy into (3) be along simulating beam The rod-like members of template die plate (2) longitudinally spaced setting;Support simulated templates put more energy into (3) be simulation cross bar (6) and simulate vertical rod (5).
Building beam slab formwork model the most according to claim 1, is characterized in that, simulation support jacking (4) is in simulation Vertical rod (5) top, the simulation cross bar (6) of put more energy into support simulated templates (3) plays support and the parts of regulation effect.
Building beam slab formwork model the most according to claim 1, is characterized in that, simulation vertical rod (5) is vertically disposed bar Shape parts;There is screw thread on the top of simulation vertical rod (5), jointly acts on simulation support jacking (4), simulated templates can be put more energy into (3) Play regulatory role.
Building beam slab formwork model the most according to claim 1, is characterized in that, simulation cross bar (6) is horizontally disposed bar Shape parts, intersect vertically with simulation vertical rod (5), connect into entirety by simulation connector (7).
Building beam slab formwork model the most according to claim 1, is characterized in that, simulation connector (7) is to connect simulation to stand Bar (5) and the fastener simulating cross bar (6).
9. build the manufacture method of beam slab formwork model, it is characterized in that,
First will simulation vertical rod (5) and vertical simulation support jacking at the bottom of simulating beam being set to simulating beam plate (1) of simulation cross bar (6) (4) below, determine the position of center line of simulating beam, the absolute altitude of simulating beam bed die and the position of simulating beam limit mould, adjust simulation vertical Bar (5) and the position of simulation cross bar (6);
The template of simulating beam that simulated templates is put more energy into (3) and simulated beam-slab template (2) is then installed;
Simulation vertical rod (5) under the template of the analog board installing simulation beam-slab template (2) again and simulation cross bar (6), vertical in simulation Simulation support jacking (4) and simulation cross bar (6) are installed in the top of bar (5), adjust the absolute altitude of simulation cross bar (6), install simulating beam The simulated templates of the analog board bottom of template die plate (2) is put more energy into (3) and connects;
The analog board template of simulation beam-slab template (2) is finally installed, adjusts the absolute altitude of simulation beam-slab template (2), position;Mould is installed Intend beam slab (1).
CN201610750522.2A 2016-08-30 2016-08-30 Building beam slab formwork model and manufacture method Pending CN106205353A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610750522.2A CN106205353A (en) 2016-08-30 2016-08-30 Building beam slab formwork model and manufacture method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610750522.2A CN106205353A (en) 2016-08-30 2016-08-30 Building beam slab formwork model and manufacture method

Publications (1)

Publication Number Publication Date
CN106205353A true CN106205353A (en) 2016-12-07

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CN201610750522.2A Pending CN106205353A (en) 2016-08-30 2016-08-30 Building beam slab formwork model and manufacture method

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1959034A (en) * 2006-09-06 2007-05-09 北京市城建五建设工程有限公司 Adjustable quick dismountable steel support of roof plate template
KR20070092576A (en) * 2006-07-18 2007-09-13 (주)대성공업 A support apparatus of building beam system
CN201614738U (en) * 2009-10-30 2010-10-27 华南理工大学 Support device for mould board assembly of steel reinforced concrete transfer beams
CN203759976U (en) * 2014-03-22 2014-08-06 常州工程职业技术学院 Detachable teaching model for overhead formwork construction
CN204311749U (en) * 2014-12-10 2015-05-06 山东天齐置业集团股份有限公司 Formwork system at the bottom of straight cutting dish pin falsework beam
CN104594628A (en) * 2015-01-07 2015-05-06 福建工程学院 Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20070092576A (en) * 2006-07-18 2007-09-13 (주)대성공업 A support apparatus of building beam system
CN1959034A (en) * 2006-09-06 2007-05-09 北京市城建五建设工程有限公司 Adjustable quick dismountable steel support of roof plate template
CN201614738U (en) * 2009-10-30 2010-10-27 华南理工大学 Support device for mould board assembly of steel reinforced concrete transfer beams
CN203759976U (en) * 2014-03-22 2014-08-06 常州工程职业技术学院 Detachable teaching model for overhead formwork construction
CN204311749U (en) * 2014-12-10 2015-05-06 山东天齐置业集团股份有限公司 Formwork system at the bottom of straight cutting dish pin falsework beam
CN104594628A (en) * 2015-01-07 2015-05-06 福建工程学院 Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system

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Application publication date: 20161207