CN109763641A - A kind of modular member and assembling method of building template - Google Patents
A kind of modular member and assembling method of building template Download PDFInfo
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- CN109763641A CN109763641A CN201910050492.8A CN201910050492A CN109763641A CN 109763641 A CN109763641 A CN 109763641A CN 201910050492 A CN201910050492 A CN 201910050492A CN 109763641 A CN109763641 A CN 109763641A
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Abstract
The invention discloses a kind of modular member of building template and assembling method, modular member includes plate body component, rebate members, angle component, reinforcing member, assembled connector, pull rod and stopple.Modular member size is that the size of needs is assembled by assembled connector by certain modular design；In tabular, the ribbed stiffener in length and breadth being distributed by panel, peripheral panels, back side of panel and the intersection in ribbed stiffener in length and breadth are arranged reserved tie rod hole and form plate body component；Fire prevention surface layer is covered in plate face；Multiple connecting holes are distributed in peripheral panels, plate body component is assembled by entirety by rebate members, reinforcing member and assembled connector.This kind of building template can guarantee planarization and compactness whole after assembly, and concreting process can be made not leak infiltration slurry, be unlikely to deform, can repeatedly use, and improve template installation and the work efficiency removed, to environmental protection and energy-saving have important value.
Description
Technical field
The present invention relates to building engineering fields, are specifically related to the method for rapidly splicing of architectural template structure.
Background technique
With urbanization and quickly propelling for assembly concrete product is industrialized, to the various sizes of architectural template structure
More stringent requirements are proposed with the efficiency reused for assembled, dismounting.
Building template is a kind of temporary structure, and currently used mould material mainly has: steel form, aluminum alloy mould plate,
Bamboo and wood template, glued board and plastic formwork.Glued board in the most common mould material, by the wooden glued board of plate thickness 15mm with
The stupefied wood combination of 45*90mm forms architectural template structure, and fabrication and installation template needs scene to set up carpentry yard and a large amount of carpenter
Master worker participates in, time-consuming and laborious.
The cost of manufacture of steel form is high, lifts time-consuming and laborious.
Building template is made by the cast-in-place part size requirement of design, needs to guarantee scale error, and bears building mould
The external loads of plate self weight and effect on it.
Aluminum alloy mould plate expanded application due to its many advantages, such as that has that short construction period, stability are good, bearing capacity is high
In the realm of building construction.But existing aluminum alloy mould plate is often the specific panel for being directed to special concrete structure and designing,
Installing and dismounting is very inconvenient.This causes utilization rate and the number of turnover of the aluminum alloy mould plate in thin portion pattern handling very low, leads
Cause to use increased costs.There is also higher costs simultaneously for aluminum alloy building template, and alkali corrosion resistance, inner surface ash easy to stick do not wait one
A little disadvantages.
Current plastic formwork is easily-deformable, the number of turnover is low there is connection is assembled complicated, aggravates assembling and disassembling operator
The deficiencies of workload of member.Disclosed patented technology does not efficiently solve asks existing for building template external corner and inner corner trim assembly
Topic, there are some potential safety problemss.In addition, in terms of the size of template, without modulated dimension series, cause template assembly and
Utilization rate is not high.
Therefore, mould material and installation cost are reduced, the safety of template is improved and shortens the set-up time, realizes building mould
Plate repeatedly uses, this to environmental protection and it is energy-saving be all it is highly important, invent a kind of novel mould material and
Assemble method is very necessary.
Summary of the invention
The present invention seeks to solve the problems, such as the prior art and product, provide it is a kind of can repeatedly use, just
In the modular member of Fast Installation and the building template of dismounting, the invention discloses a kind of composite material building mould boards, by mould
Block designs its component；These components are by plate body component, rebate members, angle component, reinforcing member, assembled connector, draw
Bar and stopple composition；
The plate body part dimension is that the ruler of needs is assembled by assembled connector by certain modular design
It is very little；Plate body component is divided into the standard module of multiple sizes, and length presses the mould of 550,750,900,1100,1500,1800mm
Number design, width is by the modular design of 200,250,300,400,500,600,900mm, and thickness is by 65,75,85,95,105mm
Modular design, plate thickness presses 4,5,6,7,8mm modular design, and the standard module size of plate body component is by the combination of above-mentioned modulus
Determination mainly has: 400 × 1100mm；500×1500mm；600×1800mm；900×1800mm；200×550mm；250×
750mm；300×900mm；450×900mm；
Plate body component is in tabular, by the longitudinal and transverse ribbed stiffener and preformed hole group of the distribution of panel, peripheral panels and back side of panel
At；
The intersection of longitudinal and transverse ribbed stiffener is provided with preformed hole；The longitudinal and transverse ribbed stiffener height of distribution has high rib and low rib two
Kind, it is in continuously distributed and Disjunct distribution along length and width direction；
The corner of peripheral panels and peripheral panels and ribbed stiffener intersection reserve panel connecting hole, by assembled connector with it is another
Block plate body component is assembled into 90 degree of corner formworks；The peripheral panels of plate body component are thickening plate and increase strip glass fibre to increase
Impact strength thickens plate body at connecting hole position, to improve bonding strength；
Fire prevention surface layer is covered on panel, to reach fireproof flame-retardant effect；
Plate body component is formed by PP, PU, PE plastic particle material elongated bars glass hot-cast.
The rebate members are strip, and section is L-shaped and two kinds of open rectangle, are distributed in rebate members multiple
Connecting hole；The L-shaped rebate members of section form internal corner formwork structure after connecting with plate body component；Section turns in open rectangle
Corner assembly forms external angle formwork structure after connecting with plate body component；Rebate members are to force fine plastics, steel or aluminium alloy by height
Material is made；Its length dimension presses the modular design of 200,250,300,1100,1500,1800mm；
The angle component is elongated, and the angle of a joint face and panel is set by the inclination angle of concrete component
Meter, mainly there are 30 degree, 45 degree and 60 degree to differ.Angle component is to be arranged to have a certain degree between joint face and panel,
The varied angle formwork structure that composition design needs after connecting with plate body component；Its length dimension by 200,250,300,1100,
1500, the modular design of 1800mm；
The reinforcing member is strip, and section is in U-shape, and connecting hole is distributed in two side faces, respectively with adjacent plate body
Component side is close to, and adjacent plate body component is assembled together with reinforcing member by assembled connector, reaches template enhancing
Effect；Reinforcing member forces fine plastics by high-strength steel, height or aluminum alloy materials are made.Its length dimension by 200,250,
300, the modular design of 1100,1500,1900mm；
The assembled connector is made of screw bolt and nut, or is made of pin and buckle；Screw bolt and nut connector
For connecting the plate body with high load；Pin and bayonet connection have the characteristics that install and remove it is quick and convenient, commonly use
In the plate body generally carried.
The stopple is easily installed and removes for the preformed hole on plugging plate body component in truncated cone-shaped.
Specific step is as follows for the modular member assembling method of building template:
(1) specification of building template modular member is first selected according to the size of casting concrete component；
(2) according to the building template modular member specification of selection, simulation spelling is carried out to template using BIMization design method
Dress, calculates the quantity of the form element of various specifications, is purchased and is got ready the goods with it；According to BIMization construction diagrams, worker is instructed to carry out
It is assembled；
(3) on mounted support frame, being linked to be standardized each base part joint face assembly with assembled connector is needed
The size wanted；
(4) when being subjected to compared with big load, reinforcing member is added in plate body parts assembly position, then with assembled connector handle
Plate body component is assembled together with reinforcing member；
(5) using L shape rebate members or using panel connecting hole at the inner corner trim of template, use is opened at the external corner of template
Mouth rectangle rebate members, are assembled into the formwork structure of needs；
(6) certain spacing is pressed, pull rod is installed by preformed hole to plate body component and is locked, is realized to the fast of formwork structure
Speed assembling.
The utility model has the advantages that
Plate body component of the invention, rebate members, angle component, reinforcing member, assembled connector, pull rod and stopple are mostly
One-step casting molding, structure design has fully considered the assembled quick and convenience for connecting and removing between them, from plate body
Strength and stiffness demand set out, by ingenious cloth hole and setting floor, ensure that plate body flatness and impact resistance, connect
Position is solid securely；Board selection is high-strength and corrosion-resistant and meets the durable material of construction site construction environment requirement.Pass through
Modular member design, meets the assembled demand of different size building templates, has reached the purpose repeatedly used, and protect
The more smooth beauty of concrete surface after card is removed has green, innovation and shared technical characterstic.
Detailed description of the invention
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments；
Fig. 1 is the plate body exploded view of building template of the present invention.
Fig. 2 is the plate body component plan view of building template of the present invention.
Fig. 3 is the horizontal side view of plate body component of building template of the present invention.
Fig. 4 is the horizontal sectional side view of plate body component of building template of the present invention.
Fig. 5 is the plate body component longitudinal side figure of building template of the present invention.
Fig. 6 is the plate body component longitudinal side sectional view of building template of the present invention.
Fig. 7, which is that building template of the present invention is reserved, draws solid hole floor map.
Fig. 8 is the plate body 180 degree assembly elevation of building template of the present invention.
Fig. 9 is the L shape outer panels connecting component perspective view of building template of the present invention.
Figure 10 is the L shape inner panel connecting component perspective view of building template of the present invention.
Figure 11 is the open rectangle rebate members perspective view of building template of the present invention.
Figure 12 is the U-shaped reinforcing member perspective view of building template of the present invention.
Figure 13 is 60 degree of angle exploded views of inner corner trim of building template of the present invention.
Figure 14 is 60 degree of angle exploded views of external corner of building template of the present invention.
Figure 15 is 30 degree of angle exploded views of external corner of building template of the present invention.
Figure 16 is 45 degree of angle exploded views of external corner of building template of the present invention.
Figure 17 is 45 degree of angle exploded views of inner corner trim of building template of the present invention.
Figure 18 is the elevation that U-shaped reinforcing member of the present invention is connect with plate body.
Figure 19 is that L-type rebate members of the present invention connect the sectional view to form inner corner trim with two pieces of plate bodys.
Figure 20 is that the panel connecting hole of the present invention using plate body component and another piece of plate body component are assembled into inner corner trim mould
The sectional view of hardened structure.
Figure 21 is that open rectangle rebate members of the present invention connect the sectional view to form external corner with two pieces of plate bodys.
Figure 22 is assembled into cast-in-place coagulation using plate body component and rebate members, assembled connector and pull rod to be of the present invention
The diagrammatic cross-section of native beam-slab template structure.
Figure 23 is outer panels L shape rebate members of the present invention, open rectangle rebate members connect to form template with plate body
Structure chart.
Figure 24 is that inner panel L shape rebate members of the present invention connect to form formwork structure figure with plate body.
Figure 25 is two pieces of angle component assemblings of the present invention into inner panel rebate members schematic diagram.
Figure 26 is two pieces of angle component assemblings of the present invention into outer panels rebate members schematic diagram.
Figure 27 is assembled into template sectional elevation schematic diagram for what box beam of the present invention poured.
Figure 28 is the template sectional elevation schematic diagram of the present invention for being assembled into beam slab and pouring.
Figure 29 is the template flat cutting faces schematic diagram of the present invention for being assembled into column and pouring.
Figure 30 be it is of the present invention be assembled into beam, the template flat cutting faces schematic diagram that column pours.
Figure 31 is the pin schematic diagram of building template assembly connector of the present invention.
Figure 32 is the buckle schematic diagram of building template assembly connector of the present invention.
In figure: 1-template plate body component, 11-panels, 12-longitudinal floors, 13-is horizontal ribbed, 14-peripheral panels,
15-peripheral panels connecting holes, 16-height are put more energy into floor, 17-pull rod preformed holes, 18-panel connecting holes, 19-low floors of putting more energy into,
2-L-type rebate members, 21-outer panels L-type rebate members, 22-inner panel L-type rebate members, 3-U-shaped reinforcing members, 4-
Connect bolt, 5-open rectangle rebate members, 6-pull rods, 7-angle components.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7, the plate body component 1 of building template is by panel 11, longitudinal rib
Plate 12, horizontal ribbed 13, peripheral panels 14, peripheral panels connecting hole 15, pull rod preformed hole 17 and panel connecting hole 18 are constituted；Longitudinal rib
Plate 12 and it is horizontal ribbed 13 points be deep floor 16 and low floor 19；In 14 corner location of peripheral panels and peripheral panels 14 of plate body component
Panel connecting hole 18 is reserved with in 16 intersection of ribbed stiffener；
For fire protection flame retarding, one layer of fire-proof plate is covered on the panel 11 of form element.
For fixed form component, in the reserved drawing of the intersection of lengthwise stiffening floor 12 and lateral stiffening floor 13 setting
Rod aperture 17.
The preformed hole 17 and 18 being distributed on panel 11 is blocked with stopple when not used or the panel layer of orifice position is not opened
It is logical.
Fig. 9 show 22 perspective view of outer panels L shape rebate members of building template of the present invention, utilizes this component reality
Show the 90 of template to be outside one's consideration corner, the floor 16 being arranged under panel, connecting hole 15, the position of connecting hole 15 are equipped on joint face
It sets and aperture is with matching on plate body component 1, provided convenience for the cast-in-place quick formwork erection assembly template of building element.
Figure 10 show 21 perspective view of inner panel L shape rebate members of building template of the present invention.Utilize this component
90 degree of inside locks of template are realized, are provided convenience for the cast-in-place formwork erection assembly template of architecture beam.
Figure 11 show the open rectangle rebate members perspective view of building template of the present invention, is distributed on his periphery
There is the connecting hole 15 to match with plate body, realizes the spelling angle link block of template.
Figure 12 show the U-shaped reinforcing member perspective view of building template of the present invention, is distributed in the connecting component
Floor 13, peripheral panels 14 and connecting hole 15, it is convenient to be connected with plate body component 1, while the intensity of plate body component 1 is given and is reinforced.
Meanwhile the component and different size template assemblies are very convenient.
Figure 13 show 60 degree of 7 perspective views of angle component of inner corner trim of building template of the present invention, and Figure 14 is institute of the present invention
60 degree of angle exploded views of external corner of building template are stated, Figure 15 is 30 degree of angle components of external corner of building template of the present invention
7 perspective views, Figure 16 are 45 degree of 7 perspective views of angle component of external corner of building template of the present invention, and Figure 17 is of the present invention builds
45 degree of 7 perspective views of angle component of inner corner trim of building mould.Template angle of assembling is realized using the inclined connecting surface of these components
Variation, solves the difficulty that different shape component formwork erection pours.
The assembly method of the modular member of building template is illustrated by following Examples:
Assembly case one: the method for the plate body component 180 degree assembly of building template:
Referring to Fig. 8, needs the peripheral panels 14 of assembled plate body component 1 to closely together for two pieces, passed through with assembled connector 4
The peripheral panels connecting hole 15 of two pieces of plate body components 1, the buckle tightening nut 4 or compressing in pin realize that the plane of 180 degree is spelled
Load connects.It buckles shown in the assembled pin shown in Figure 31 of connector 4 and Figure 32 to replace, buckle is inserted into pin
Mesoporous in, compression assembled connection can be realized.Buckle can be deviate from from pin when dismounting from the reinforcing of the bottom end of buckle.
Using identical method, 1 plane of plate body component of disparate modules is bolted together, reaches the ruler that design needs
It is very little, meet the needs of template assembly, is cut instead of conventional cutting and follow closely nail type assembling method, realized quick-assembling, tear open
Except the requirement with recycling, the waste of mould material is avoided.
Assembly case two: the assembled method of the plate body component enhancing of building template:
Referring to Figure 18, needs the peripheral panels 14 of assembled plate body component 1 to draw close to U-shaped reinforcing member 3 for two pieces, connected with assembly
Part 4 passes through the peripheral panels connecting hole 15 of plate body component 1 and the connecting hole of U-shaped reinforcing member 3, and clamping connection 4 can be realized enhancing
Assembly connection.Reinforcing member 3 is generally made of Materials with High Strength, and the bending resistance of reinforcing member 3 and resistance to deformation intensity will be board body parts
3 times or more of 1 material of part improve the strength and stiffness of template using reinforcing member 3.By the application of reinforcing member 3, solve
Some positions in formwork structure of plate body component 1 are not able to satisfy the problem of strength and stiffness requirement.
Assembly case three: the method that the plate body component and L-type rebate members of building template are assembled into internal corner formwork structure:
It is referring to Figure 19, the panel 11 of two pieces of plate body components 1 is opposite, it is positioned to an angle of 90 degrees；Make assembled peripheral panels 14 to L
Two joint faces of shape rebate members 2 are drawn close, and the company of peripheral panels connecting hole 15 and L shape rebate members 2 is passed through with assembled connector 4
Hole is connect, clamping connection 4 can be realized the assembly of internal corner formwork structure.
Assembly case four: the method for being assembled into internal corner formwork structure using plate body component panels connecting hole:
Referring to fig. 20, the panel 11 of two pieces of plate body components 1 is opposite, it is positioned to an angle of 90 degrees, the periphery of one piece of plate body component 1
Plate 14 is placed on the panel 11 of another piece of plate body component 1, make connecting hole 15 in the peripheral panels 14 for the plate body component 1 set with
The panel connecting hole 18 of underlying plate body component 1 is aligned, and passes through peripheral panels connecting hole 15 and panel connecting hole with assembled connector 4
18, clamping connection 4 can be realized the assembly of internal corner formwork structure.
The assembly of internal corner formwork structure is that an emphasis of template assemblies needs to guarantee to pour the molding of part to mould
Special reinforcing is done in the angle of assembling of plate and limit, and conventional method is to add two orthogonal stupefied wood of side herein to limit,
Increase the difficulty and workload of installation.
Assembly case five: plate body component and open rectangle rebate members are assembled into external angle formwork structural approach:
Referring to fig. 21, the panel 11 of two pieces of plate body components 1 is opposite, it is positioned to an angle of 90 degrees, open rectangle rebate members 5
It is placed between two pieces of plate body components 1, assembled peripheral panels 14 will be needed to draw close to open rectangle rebate members 5, connected with assembly
Part 4 passes through the connecting hole of peripheral panels connecting hole 15 and open rectangle rebate members 5, and clamping connection 4 can be realized external angle formwork knot
The assembly of structure.
The installation of external angle formwork structure is the key that formwork structure Performance Assessment with convenience is removed, and template is not at external corner
Connector can be placed on the panel of template, be made into inverted L-shaped and increase contact surface with concrete, lead to the difficulty of demoulding.
Conventional plastic formwork, metal form are without preferable solution.The present invention passes through the open rectangle corner of a strip
Component realizes the connection with plate body component, both gives solution to stress concentration problem at external corner, also easy to dismantle.
Assembly case six: cast-in-situ concrete beam plate formwork structure is assembled into using connector and rebate members and plate body component
Method:
Referring to fig. 22, the panel 11 of two pieces of plate body components 1 is opposite, it is positioned to an angle of 90 degrees, open rectangle rebate members 5
It is placed between two pieces of plate body components 1, assembled peripheral panels 14 will be needed to draw close to open rectangle rebate members 5, connected with assembly
Part 4 passes through the connecting hole of peripheral panels connecting hole 15 and open rectangle rebate members 5, and clamping connection 4 can be realized external angle formwork knot
The assembly of structure.
The panel 11 of two pieces of plate body components 1 is opposite, it is positioned to an angle of 90 degrees.Make assembled peripheral panels 14 to L shape corner portion
Part 2 is drawn close, and the connecting hole of peripheral panels connecting hole 15 and L shape rebate members 2 is passed through with assembled connector 4, and clamping connection 4 can be real
The assembly of existing internal corner formwork structure.
After the assembled molding of the plate body component 1 of the left and right sides, the plate body component 1 of arranged on left and right sides is drawn admittedly one with pull rod 6
It rises, pull rod 6 is that opposite two boards body component 1 is drawn to get up admittedly by the reserved drawing solid hole 17 in plate body component 1.
Assembly case seven: building template is assembled into using rebate members, plate body and open rectangle rebate members hollow existing
The method of pouring concrete structure:
As shown in figure 23, the panel 11 of plate body component 1 is laid flat downwards, L shape rebate members 2 and open rectangle connector
5 draw close in peripheral panels 14, pass through peripheral panels connecting hole 15 with assembled connector 4 and connect with L shape rebate members 2 and open rectangle
The connecting hole 15 of part 5, clamping connection 4 can be realized the assembly of internal corner formwork structure.
Assembly case eight: building template is assembled into the side of solid cast-in-place concrete structure using rebate members and plate body
Method:
As shown in figure 24, the panel 11 of plate body component 1 is opposite, a cube structure is surrounded, in adjacent board body part
L shape rebate members 2 are placed between part 1, and the company of peripheral panels connecting hole 15 and L shape rebate members 2 is passed through with assembled connector 4
Hole 15 is connect, clamping connection 4 can be realized the formwork structure assembly of solid component.
Assembly case nine: the method that building template is assembled into rebate members using two pieces of angle component combinations:
It combines two pieces of inner panel angle components 7 by the connecting hole 15 on joint face, installs connector 4 additional, can connect
At the formwork structure of an inner corner trim rebate members, as shown in figure 25.Two pieces of outer panels angle components 7 are passed through into the company on joint face
The combination of hole 15 is connect, connector 4 is installed additional, the formwork structure of a bead angle component can be connected into, as shown in figure 26.
Assembly case ten: the method for being assembled into box-girder cast-in-situ template using angle component and plate body component:
The assembly of box-shaped beam forms as shown in figure 27 is more troublesome, angle component 7 and corner portion through the invention
Part 2, plate body component 1 can be by the cast-in-situ template assembly successes of this kind of box-beam structure by the connection of assembled connector 4.
Assembly case 11: the side of plate-girder cast-in-situ template is assembled into using angle component and plate body and rebate members and pull rod
Method:
As shown in figure 28, common contignation formwork erection in building utilizes plate body component 1 of the invention, L shape rebate members
2 and the beam of needs can be assembled by the connection of assembled connector 4 and the tensioning function of pull rod 6 by 45 degree of angle components 7
Plate cast-in-situ template structure.
Assembly case 12: the side of structural column cast-in-situ template is assembled into using angle component or rebate members and plate body module
Method:
As shown in figure 29, it is more typical that swollen mould occurs in casting process for structural column.Utilize plate body component of the invention
1, L shape rebate members 2 or by 45 degree of angle components 7, are combined into column template by the connection and pull rod 6 of assembled connector 4, have
Biggish lateral pressure resistant ability, after combining, which will have higher globality and tensile strength to the rebate members 2 of tension, make
Formwork structure after combination is safer.
Assembly case 13: the method for being assembled into Structure Beam-column cast-in-situ template:
As shown in figure 30, using plate body component 1 of the invention, L shape rebate members 2 and open rectangle rebate members 5, pass through
The connection of assembled connector 4 is combined into beam column template, has biggish lateral pressure resistant ability.
It can be seen that from the structure chart of the modular member of above-mentioned template and thickeied plate body in connection osseotomy site, with
Reduce the deformation of connection procedure.By longitudinal and transverse floor of putting more energy into, the strength and stiffness of all kinds of modular members are improved, are subtracted simultaneously
The weight and material cost for having lacked each base part realize spelling using reinforcing member, rebate members, angle component and connector
The convenience of dress improves the installation of template and removes efficiency, enhances the stability and safety of formwork structure.The above display
With describe basic principles and main features and advantages of the present invention of the invention.It should be understood by those skilled in the art that this hair
It is bright not limited by examples detailed above, it is merely illustrated the principles of the invention described in examples detailed above and specification, is not departing from this
Various changes and improvements may be made to the invention under the premise of spirit and range, these changes and improvements both fall within claimed
The scope of the invention in.The claimed scope of the invention is defined by appended claims and its equivalent.
Claims (11)
1. the modular member and assembling method of a kind of building template, which is characterized in that the modular member is by plate body
Component, rebate members, angle component, reinforcing member, assembled connector, pull rod and stopple composition；The plate body part dimension
It is by certain modular design；Plate body component is in tabular, longitudinal direction and transverse direction by the distribution of panel, peripheral panels and back side of panel
Ribbed stiffener, assembled connecting hole and preformed hole composition；In the intersection of longitudinal direction and transverse stiffener, preformed hole is set；Along the week of panel
Multiple assembled holes are distributed on side and perimeter panel, by assembled connector, realizes and connects with another piece of the assembled of modular member
It connects；Connecting hole is reserved on the panel of ribbed stiffener intersection；Fire prevention surface layer is covered on panel；Plate body component is by hot melting plastic
Granular materials elongated bars glass hot-cast forms；The rebate members are strip, and section is L-shaped and two kinds of open rectangle,
Multiple connecting holes are distributed in rebate members side；The reinforcing member is strip, and section is in U-shape, in two sides of U-shaped
Multiple connecting holes are distributed on joint face；The angle component is elongated, and the angle of a joint face and panel is by wanting
The inclination angle design asked；The assembling method is instructed according to BIMization design drawing, by modules component connector
It is bolted together.
2. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that board body part
Part is divided into the standard module of multiple sizes, and length presses the modular design of 550,750,900,1100,1500,1800mm, wide
Degree by 200, the modular design of 250,300,400,500,600,900mm, thickness by 65,75,85,95, the modulus of 105mm sets
Meter, plate thickness 4,5,6,7,8mm, the standard module size of plate body component is combined by above-mentioned modulus to be determined, plate body component
Standard module size mainly has: 400 × 1100mm, 500 × 1500mm, 600 × 1800mm, 900 × 1800mm, 200 ×
550mm、250×750mm、300×900mm、450×900mm。
3. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that board body part
The longitudinal and transverse ribbed stiffener height being distributed on part has high rib and two kinds of low rib, along length and width direction in continuously distributed and interruption point
Cloth.
4. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that board body part
The periphery plate thickness of part is greater than the thickness of panel, and increases strip glass fibre to improve impact strength, in the company of peripheral panels
Hole position thickening plate body is connect, to increase bonding strength.
5. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that assembly is even
Fitting is made of screw bolt and nut.
6. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that assembly is even
Fitting is made of pin and buckle.
7. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that L shape turns
Corner assembly forms internal corner formwork structure after connecting with plate body component；Open rectangle rebate members form sun after connecting with plate body component
Angle formwork structure；The length dimension of rebate members presses the modular design of 200,250,300,1100,1500,1800mm；Corner portion
The corner of part is designed to arc-shaped transition.
8. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that angle portion
The varied angle formwork structure that composition design needs after part is connect with plate body component；Its length dimension by 200,250,300,1100,
1500, the modular design of 1800mm；The corner of angle component is designed to arc-shaped transition.
9. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that stopple is in
Truncated cone-shaped, for the preformed hole on plugging plate body component panel.
10. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that corner
Component, reinforcing member, the length of angle component and height dimension and the plate body part dimension of connection match；Size modulus and plate
Body it is consistent, fine plastics hot-cast is forced using height and is formed, or is made of steel, aluminum alloy materials.
11. the modular member and assembling method of a kind of building template according to claim 1, which is characterized in that press
Column step is assembled:
Step 1: selecting building template modular member according to the bearing requirements of the size of casting concrete component and template
Specification；
Step 2: carrying out simulation spelling to template using BIMization design method according to the building template modular member specification of selection
Dress, calculates the quantity of the form element of various specifications, is purchased and is got ready the goods with it；According to BIMization construction diagrams, worker is instructed to carry out
It is assembled；
Step 3: the peripheral panels for needing to connect by standardized plate body component are close on mounted support frame, even with assembly
It is the size and shape needed that fitting, which passes through the assembled each base part of the connecting hole in peripheral panels,；
Step 4: when being subjected to compared with big load, reinforcing member is added in plate body parts assembly position, then with assembled connector handle
Plate body component is assembled together with reinforcing member；
Step 5: being connected in the corner assembly of template using the panel of L shape rebate members, open rectangle rebate members, plate body
Hole and angle component are connect, the formwork structure of the shape of needs is assembled into；
It is fixed step 6: installing pull rod by preformed hole to plate body component, completes formwork structure installation.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910002942 | 2019-01-02 | ||
| CN2019100029426 | 2019-01-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109763641A true CN109763641A (en) | 2019-05-17 |
Family
ID=66454229
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910050492.8A Pending CN109763641A (en) | 2019-01-02 | 2019-01-19 | A kind of modular member and assembling method of building template |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110480809A (en) * | 2019-08-27 | 2019-11-22 | 陕西工业职业技术学院 | A kind of modularization precast concrete formwork for placing |
| CN111851295A (en) * | 2019-08-26 | 2020-10-30 | 东南大学 | Intelligent bridge pier template loading and unloading device |
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
| CN113756565A (en) * | 2021-09-28 | 2021-12-07 | 北京怡泰盛达技术发展有限责任公司 | Special template mounting and dismounting system for building |
| CN113775171A (en) * | 2021-09-28 | 2021-12-10 | 北京怡泰盛达技术发展有限责任公司 | Recycling method of special building template |
| CN113863653A (en) * | 2021-09-28 | 2021-12-31 | 北京怡泰盛达技术发展有限责任公司 | Special building template and preparation method thereof |
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2019
- 2019-01-19 CN CN201910050492.8A patent/CN109763641A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851295A (en) * | 2019-08-26 | 2020-10-30 | 东南大学 | Intelligent bridge pier template loading and unloading device |
| CN111851295B (en) * | 2019-08-26 | 2021-12-28 | 东南大学 | Intelligent bridge pier template loading and unloading device |
| CN110480809A (en) * | 2019-08-27 | 2019-11-22 | 陕西工业职业技术学院 | A kind of modularization precast concrete formwork for placing |
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
| CN113756565A (en) * | 2021-09-28 | 2021-12-07 | 北京怡泰盛达技术发展有限责任公司 | Special template mounting and dismounting system for building |
| CN113775171A (en) * | 2021-09-28 | 2021-12-10 | 北京怡泰盛达技术发展有限责任公司 | Recycling method of special building template |
| CN113863653A (en) * | 2021-09-28 | 2021-12-31 | 北京怡泰盛达技术发展有限责任公司 | Special building template and preparation method thereof |
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Application publication date: 20190517 |