CN110374240A - Form bracing structure and its manufacturing method - Google Patents
Form bracing structure and its manufacturing method Download PDFInfo
- Publication number
- CN110374240A CN110374240A CN201910743071.3A CN201910743071A CN110374240A CN 110374240 A CN110374240 A CN 110374240A CN 201910743071 A CN201910743071 A CN 201910743071A CN 110374240 A CN110374240 A CN 110374240A
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- China
- Prior art keywords
- laid
- ontology
- truss
- formwork ontology
- formwork
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- 238000004519 manufacturing process Methods 0.000 title abstract description 13
- 238000009415 formwork Methods 0.000 claims abstract description 133
- 239000004567 concrete Substances 0.000 claims abstract description 22
- 238000005266 casting Methods 0.000 claims abstract description 17
- 239000003365 glass fiber Substances 0.000 claims description 41
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 36
- 229910052791 calcium Inorganic materials 0.000 claims description 36
- 239000011575 calcium Substances 0.000 claims description 36
- 239000011505 plaster Substances 0.000 claims description 36
- 238000000034 method Methods 0.000 claims description 28
- 239000004744 fabric Substances 0.000 claims description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000002347 injection Methods 0.000 claims description 12
- 239000007924 injection Substances 0.000 claims description 12
- 238000005034 decoration Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 10
- 238000010586 diagram Methods 0.000 description 16
- 239000011521 glass Substances 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 5
- 229910052602 gypsum Inorganic materials 0.000 description 5
- 239000010440 gypsum Substances 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 239000000835 fiber Substances 0.000 description 4
- 239000007921 spray Substances 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000009490 roller compaction Methods 0.000 description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 239000006071 cream Substances 0.000 description 1
- 239000011383 glass concrete Substances 0.000 description 1
- 239000011211 glass fiber reinforced concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of form bracing structure and its manufacturing methods, it is related to technical field of buildings, form bracing structure provided by the invention includes component truss and formwork ontology, the component truss is at least partly embedded in the formwork ontology, there is the reserved space for casting concrete, the formwork ontology is decorative cover away from the side of the component truss between the component truss and the formwork ontology.Form bracing structure provided by the invention can be realized decoration and support construction synchronization job, has not only had support function but also has had decoration functions, has carried out decorative scene operation again after not needing casting concrete, with short production cycle, at low cost.
Description
Technical field
The present invention relates to technical field of buildings, more particularly, to a kind of form bracing structure and its manufacturing method.
Background technique
The way of traditional steel bar truss floor is to build pouring concrete after building mould before this, building structure carried out after again
Carry out the installation of GRG (Glass Fiber Reinforced Gypsum, precasting type glass fibre reinforced gypsum board) furred ceiling, knot
Structure and decoration separate operation, thus need to carry out field operation, and the production cycle is long, at high cost.
Summary of the invention
The purpose of the present invention is to provide a kind of form bracing structure and its manufacturing method, it can be realized decoration and support tied
Structure synchronization job carries out decorative scene operation after not needing casting concrete again, with short production cycle, at low cost.
To achieve the above object, the present invention the following technical schemes are provided:
In a first aspect, the present invention provides a kind of form bracing structure, including component truss and formwork ontology, the truss group
Part is at least partly embedded in the formwork ontology, is had between the component truss and the formwork ontology for pouring coagulation
The reserved space of soil, the formwork ontology are decorative cover away from the side of the component truss.
Further, the formwork ontology includes GRG (Glass Fiber Reinforced Gypsum, precast type glass
Fiber reinforced gypsum board) plate, GRC (Glass Fiber Reinforced Concrete, glass concrete) plate,
One of FRP (Fiber Reinforced Polymer/Plastic, fibre reinforced composites) plate.
Further, the formwork ontology further includes adding in the GRG plate, the GRC plate or the FRP plate
Strengthening tendons.
Further, the component truss includes multiple built-in fittings and multiple truss ontologies, each described built-in fitting
It is connect with multiple truss ontologies, each described truss ontology is connect with multiple built-in fittings, and the built-in fitting is at least
Part is embedded in the formwork ontology.
Second aspect, the present invention also provides a kind of form bracing structure making process, comprising:
It is laid with part formwork ontology, and the side of the part formwork ontology is decorative cover；
Component truss is placed on the side that the part formwork ontology deviates from the decorative cover；
It is laid with remaining formwork ontology, at least partly described component truss is embedded in formwork ontology, and is made described
The reserved space for being used for casting concrete is formed between component truss and the formwork ontology.
Further, laying part formwork ontology includes:
First subelement is laid with step: being laid with the felt that calcium plaster soaks, the injection of Xiang Suoshu felt has the glass of calcium plaster
Glass fiber is laid with grid cloth on Xiang Suoshu glass fibre.
Further, first subelement is laid in step, every to be laid with the felt, sprayed with calcium plaster
It the glass fibre and has been laid with after the grid cloth, has been compacted using compressing member.
Further, first subelement is laid with after step further include:
It is repeated at least once more first subelement and is laid with step.
Further, the remaining formwork ontology of the laying includes:
Second subelement is laid with step: being laid with the felt that calcium plaster soaks, the injection of Xiang Suoshu felt has the glass of calcium plaster
Glass fiber is laid with grid cloth on Xiang Suoshu glass fibre.
Further, second subelement is laid with after step further include:
It is repeated at least once more second subelement and is laid with step.
Form bracing structure and its manufacturing method provided by the invention can generate it is following the utility model has the advantages that
Component truss is directly embedded on formwork ontology in above-mentioned form bracing structure, and component truss and formwork ontology it
Between there is reserved space for casting concrete, therefore in the construction process, can be directly by concreting to leaving a blank in advance
Between in, after the completion of pouring, due to formwork ontology away from component truss side be decorative cover, do not need the work for carrying out decorative layer again
Industry realizes decoration and support construction synchronization job.
For compared with the existing technology, the form bracing structure that first aspect present invention provides can be realized decoration and support
Structure synchronization operation had not only had support function but also had had decoration functions, and carried out decorative scene work again after not needing casting concrete
Industry, it is with short production cycle, it is at low cost.
For compared with the existing technology, in the form bracing structure making process that second aspect of the present invention provides, spread first
If part formwork ontology, and the side of part formwork ontology is decorative cover, and component truss is then placed on part formwork ontology
The upper side away from decorative cover, facilitates truss to be embedded in formwork ontology, is finally laid with remaining formwork ontology, will at least partly
Component truss is embedded in formwork ontology, and to be formed between component truss and formwork ontology for the reserved of casting concrete
Space.Component truss and the formwork ontology for having decorative cover in the form bracing structure making process that second aspect of the present invention provides
It is integrally formed, realizes decoration and support construction synchronization job, shorten the production cycle, reduce cost.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of three dimensional structure diagram of form bracing structure provided in an embodiment of the present invention；
Fig. 2 is partial enlarged view at A provided in an embodiment of the present invention；
Fig. 3 is a kind of three dimensional structure diagram of built-in fitting provided in an embodiment of the present invention；
Fig. 4 is a kind of three dimensional structure diagram of component truss provided in an embodiment of the present invention；
Fig. 5 is the three dimensional structure diagram of another form bracing structure provided in an embodiment of the present invention；
Fig. 6 is partial enlarged view at B provided in an embodiment of the present invention；
Fig. 7 is the three dimensional structure diagram of another component truss provided in an embodiment of the present invention；
Fig. 8 is the three dimensional structure diagram of formwork ontology provided in an embodiment of the present invention；
Fig. 9 is the flow diagram for the form bracing structure making process that the embodiment of the present invention one provides；
Figure 10 is the flow diagram of form bracing structure making process provided by Embodiment 2 of the present invention.
Icon: 1- component truss；11- built-in fitting；The pre-buried bar of 111- first；112- bent rod；113- connecting rod；
The pre-buried bar of 114- second；12- truss ontology；121- supporting rib component；122- fixed link；123- dowel；2- formwork
Ontology；21- supporting layer group；211- felt layers；212- glass layer；213- scrim layer；22- reinforcing rib.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Below in conjunction with attached drawing, detailed description of the preferred embodiments.It should be understood that this place is retouched
The specific embodiment stated is merely to illustrate and explain the present invention, and is not intended to restrict the invention.
Fig. 1 is a kind of three dimensional structure diagram of form bracing structure provided in an embodiment of the present invention；Fig. 2 is that the present invention is real
Partial enlarged view at the A of example offer is provided；Fig. 3 is a kind of three dimensional structure diagram of built-in fitting provided in an embodiment of the present invention；Fig. 4
For a kind of three dimensional structure diagram of component truss provided in an embodiment of the present invention；Fig. 5 is provided in an embodiment of the present invention another
The three dimensional structure diagram of kind form bracing structure；Fig. 6 is partial enlarged view at B provided in an embodiment of the present invention；Fig. 7 is this hair
The three dimensional structure diagram for another component truss that bright embodiment provides；Fig. 8 is formwork ontology provided in an embodiment of the present invention
Three dimensional structure diagram；Fig. 9 is the flow diagram for the form bracing structure making process that the embodiment of the present invention one provides；Figure 10
For the flow diagram of form bracing structure making process provided by Embodiment 2 of the present invention.
The embodiment of first aspect present invention is to provide a kind of form bracing structure, as shown in Figures 1 to 7, including purlin
Frame component 1 and formwork ontology 2, component truss 1 are at least partly embedded in formwork ontology 2, component truss 1 and formwork ontology 2 it
Between have for casting concrete reserved space, formwork ontology 2 away from component truss 1 side be decorative cover.
Component truss is directly embedded on formwork ontology in above-mentioned form bracing structure, and component truss and formwork ontology it
Between there is reserved space for casting concrete, therefore in the construction process, can be directly by concreting to leaving a blank in advance
Between in, after the completion of pouring, due to formwork ontology away from component truss side be decorative cover, do not need the work for carrying out decorative layer again
Industry realizes decoration and support construction synchronization job.
For compared with the existing technology, the form bracing structure that the embodiment of first aspect present invention provides can be realized dress
Decorations and support construction synchronization job had not only had support function but also had had decoration functions, showed again after not needing casting concrete
Field decorative operation, it is with short production cycle, it is at low cost.
In some embodiments, formwork ontology 2 may include GRG plate, and GRG plate is that precasting type glass fibre reinforces gypsum
Plate, intensity is high, and non-deformability is strong, and its light weight is not easy to crack.
In some other embodiments, formwork ontology 2 may include GRC plate, GRC be it is a kind of with alkali-resistant glass fibre to increase
Strong material, the fiber concrete composite material that cement mortar is basis material, good decorating effect, intensity is high, non-deformability
By force.
In further embodiments, formwork ontology 2 may include FRP plate, and FRP is fibre reinforced composites, matter again
Measure it is light and hard, it is corrosion-resistant.
Specifically, when formwork ontology 2 includes GRG plate, as shown in figure 8, formwork ontology 2 includes at least two be stacked
Layer supporting layer group 21, supporting layer group 21 include felt layers 211, glass layer 212 and the scrim layer being cascading
213, felt layers 211 and glass layer 212 are soaked with calcium plaster.
In the construction process, it is laid with first and soaks the felt layers 211 for having calcium plaster, then use coaxial spray gun to felt layers
Injection has the glass fibre of calcium plaster on 211, forms glass layer 212；Then use roller compaction glass layer
212, then scrim layer 213 is laid on glass layer 212；Roller compaction scrim layer 213 is then used, forms first
Support layer group；Component truss 1 can be then placed on to the laying for carrying out the second supporting layer group in the first supporting layer group again, in order to
The intensity for reinforcing formwork ontology 2 can also continue to be laid in the second supporting layer group one layer to multilayer supporting layer group, certainly may be used
Component truss 1 to be placed in Multi-layer supporting layer group again after being laid with two layers or more of supporting layer group 21, then re-lay to
Few one layer of supporting layer group, will at least partly component truss 1 be embedded in formwork ontology 2.Above structure can guarantee formwork sheet
Body 2 has firm structure, and non-deformability is strong.
Therefore, formwork ontology 2 may include being stacked the supporting layers group 21 such as two layers, three layers, four layers, five layers, in order to keep away
The weight for exempting from formwork ontology 2 is excessive, and at least one embodiment, formwork ontology 2 includes being stacked two layers of supporting layer group 21.
It should be noted that the thickness of formwork ontology 2 is unsuitable blocked up, the blocked up weight that will lead to formwork ontology 2 of thickness increases
Add, it has not been convenient to which the carrying of worker, thickness are less than 15mm.Preferably, the thickness of formwork ontology 2 can be 10-15mm,
It does not need to be installed using crane or tower crane.
In some embodiments, formwork ontology further includes the reinforcing rib 22 in GRG plate, GRC plate or FRP plate.With
Formwork ontology includes being specifically described for GRG plate, and as shown in Figures 1 to 4, reinforcing rib 22 can be along the transverse direction of GRG plate
Setting, as shown in Figures 5 to 7, reinforcing rib 22 can also be along the longitudinally disposed of GRG plate.Component truss 1 can pass through reinforcing rib
22 are embedded in GRG plate, can also directly be embedded in reinforcing rib 22.The setting of reinforcing rib 22 enables to the knot of formwork ontology
Structure is more secured.
It should be noted that it is all can play a supporting role and the intrinsic structure of formwork can be embedded in can be
Component truss 1 mentioned by above-described embodiment, such as component truss 1 include a plurality of truss disposed in parallel or component truss 1
Including a plurality of along the truss being laterally extended and a plurality of along the truss longitudinally extended.
In some embodiments, component truss 1 includes multiple built-in fittings 11 and multiple truss ontologies 12, each is pre-buried
Part 11 is connect at least one truss ontology 12, each truss ontology 12 is connect with multiple built-in fittings 11, and built-in fitting 11 is at least
Part is embedded in formwork ontology 2.Above-mentioned 1 sound construction of component truss, due to each built-in fitting 11 and at least one truss
Ontology 12 connects, therefore when built-in fitting 11 is connect with multiple truss ontologies 12, built-in fitting 11 can limit each truss ontology
Relative position between 12, while truss ontology 12 can be also embedded on formwork ontology 2 by the way that multiple built-in fittings are stable.
In some embodiments, as shown in figure 4, the length direction of built-in fitting 11 perpendicular to truss ontology 12 length side
To, so that the arrangement of component truss 1 is more orderly, it is above-mentioned since usual component truss 1 is towards the rectangle that is projected as of formwork ontology 2
The assembly of more convenient component truss 1 is set.
Or built-in fitting 11 length direction and truss ontology 12 length direction between can also be in a non-90 degree folder
Angle.
Specifically, as shown in figure 3, built-in fitting 11 includes the first pre-buried bar 111, bent rod 112 and multiple connecting rods
113, the first pre-buried bar 111 is embedded in formwork ontology 2, and 113 one end of connecting rod is connect with the first pre-buried bar, the other end and truss
Ontology 12 connects, and bent rod 112 is located at the end of the first pre-buried bar.When needing to be attached built-in fitting 11 and truss ontology 12
When, connecting rod 113 can be attached far from one end of the first pre-buried bar 111 with truss ontology 12.Its connection type can be with
Using connection types such as welding, screwings, in order to enable connecting rod 113 can be firmly attached with truss ontology 12,
The one end of connecting rod 113 far from the first pre-buried bar 111 and truss ontology 12 weld.
Wherein, the first pre-buried bar 111 extends in a first direction, i.e., the axis direction of the first pre-buried bar 111 is built-in fitting 11
Length direction.As shown in figure 3,113 length of connecting rod is much smaller than the length of the first pre-buried bar 111, and the axis of connecting rod 113
Perpendicular to the axis of the first pre-buried bar 111, more convenient connecting rod 113 is attached with truss ontology 12.
Wherein, bent rod 112 include the first bent rod and the second bent rod, the first bent rod respectively with the first pre-buried bar
111 connect with the second bent rod, and the axis of the first bent rod and the first pre-buried bar 111 are in a certain angle, the axis of the second bent rod
Line and the first bent rod are in a certain angle.
In at least one embodiment, axis of the axis of the first bent rod perpendicular to the first pre-buried bar 111, the second bending
Axis of the axis of bar perpendicular to the first bent rod, and the extension side of the extending direction of the second bent rod and the first pre-buried bar 111
To opposite.
In further embodiments, as shown in Figures 5 to 7, the length direction of built-in fitting 11 is perpendicular to truss ontology 12
Length direction is attached between two adjacent truss ontologies 12 by built-in fitting 11, and is in outermost truss ontology
12 sides far from other truss ontologies 12 are connected with multiple built-in fittings 11, and multiple built-in fitting 11 with external object for connecting
To limit position of the truss ontology 12 relative to formwork ontology 2.
Specifically, as shown in Figure 6 and Figure 7, built-in fitting 11 includes the second pre-buried bar 114 connecting with truss ontology 12, the
Two pre-buried bars 114 are at least partly embedded in formwork ontology 2.
It is specifically described by taking Fig. 6 as an example, in assembly, passes through the second pre-buried bar between two adjacent truss ontologies 12
114 connections, the second pre-buried bar 114 are embedded in reinforcing rib 22, in outermost truss ontology 12 far from other truss ontologies
12 side is connected with the multiple second pre-buried bars 114, and the second pre-buried bar 114 is embedded in another reinforcing rib 22, component truss 1
By being embedded on reinforcing rib 22, the connection with GRG plate, GRC plate or FRP plate is realized.
In some embodiments, as shown in Figure 2 and Figure 4, in order to enable truss ontology 12 has good intensity, truss sheet
Body 12 includes supporting rib component 121 and multiple fixed links 122 arranged in parallel, supporting rib component 121 and multiple fixations
Bar 122 connects the relative position for limiting multiple fixed links 122, and at least two fixed links 122 are connect with built-in fitting 11.
Specifically, truss ontology 12 may include multiple fixed links 122 such as three, four, five, six.At least one
In a embodiment, as shown in Fig. 2, truss ontology 12 includes three fixed links 122；Supporting rib component 121 may include two, three
A, multiple sub- supporting ribs such as four.In at least one embodiment, as shown in Fig. 2, supporting rib component 121 includes two son branch
Support muscle.
Be specifically described by taking Fig. 2 as an example, supporting rib component 121 include three fixed links, 122, two sub- supporting ribs, three
A fixed link 122 is respectively the first fixed link, the second fixed link and third fixed link, and two sub- supporting ribs are respectively the first son branch
Support muscle and the second sub- supporting rib.It is attached between three fixed links 122 by supporting rib component 121, wherein the first son support
Muscle is connect with the first fixed link and the second fixed link respectively, another sub- supporting rib respectively with the second fixed link and third fixed link
Connection.Specifically, two sub- supporting ribs are symmetrically set in the two sides of the second fixed link, and two sub- supporting ribs define three fixed links
Relative position between 122.When truss ontology 12 and built-in fitting 11 are attached, the first fixed link and third fixed link and pre-
Connecting rod 113 in embedded part 11 connects.
Wherein, sub- supporting rib wavy can be bent, and increase the tie point between sub- supporting rib and fixed link 122.
It should be noted that supporting rib component 121 can not be embedded in formwork ontology 2, it can also partially be embedded in mould
In shell ontology 2.When built-in fitting 11 includes the first pre-buried bar 111, bent rod 112 and multiple connecting rods 113, as shown in Fig. 2,
Supporting rib component 121 can not be embedded in formwork ontology 2, and supporting rib component 121 is connect with connecting rod 113, connecting rod 113 with
The pre-buried bar 111 of first be embedded in reinforcing rib 22 connects, to realize the connection of supporting rib component 121 Yu formwork ontology 2；When
When built-in fitting 11 includes the second pre-buried bar 114, as shown in fig. 6,121 part of supporting rib component is embedded in formwork ontology 2, specifically
Ground, supporting rib component 121 are equipped with preburying part close to one end of reinforcing rib 22, and preburying part is embedded in jointly with the second pre-buried bar 114
In reinforcing rib 22, to realize the connection of supporting rib component 121 Yu formwork ontology 2.
In some embodiments, in order to enable truss ontology 12 has better intensity, the both ends of multiple fixed links 122 are equal
Equipped with the dowel 123 for connecting each fixed link 122, dowel 123 can further strengthen the intensity of truss ontology 12.
It should be noted that all structures that can reinforce 12 intensity of truss ontology can be mentioned by above-described embodiment
Dowel 123, such as: dowel may include an annular rib, or may include a plurality of rib interconnected, etc.
Deng.
Specifically, dowel 123 includes the first dowel and the second dowel, is specifically described by taking Fig. 2 as an example, first
The extending direction of dowel is parallel to the length direction of built-in fitting 11, and the first dowel is fixed with the first fixed link and third respectively
Bar connection；Second dowel is perpendicular to the first dowel, and the second dowel connects with the first dowel and the second fixed link respectively
It connects.
The embodiment of second aspect of the present invention is to provide a kind of form bracing structure making process, the offer of the present embodiment two
Form bracing structure making process include:
It is laid with part formwork ontology, and the side of part formwork ontology is decorative cover；
Component truss is placed on to the side for deviating from decorative cover on the formwork ontology of part；
It is laid with remaining formwork ontology, will at least partly component truss be embedded in formwork ontology, and make component truss
The reserved space for being used for casting concrete is formed between formwork ontology.
For compared with the existing technology, the form bracing structure making process of the embodiment offer of second aspect of the present invention
In, it is laid with part formwork ontology first, and the side of part formwork ontology is decorative cover, and component truss is then placed on part
The side for deviating from decorative cover on formwork ontology, facilitates truss to be embedded in formwork ontology, is finally laid with remaining formwork ontology, will
At least partly component truss is embedded in formwork ontology, and to be formed between component truss and formwork ontology for pouring coagulation
The reserved space of soil.In the form bracing structure making process that second aspect of the present invention provides component truss with decorative cover
This body by integral forming of formwork realizes decoration and support construction synchronization job, shortens the production cycle, reduces cost.
In some embodiments, in order to enable formwork ontology 2 has good intensity, being laid with part formwork ontology 2 includes:
First subelement is laid with step: being laid with the felt that calcium plaster soaks, the glass fibre of calcium plaster is had to felt injection, to glass
Grid cloth is laid on fiber.After completing, outer surface of the formwork ontology 2 far from component truss 1 is decorative cover, can play dress
The effect of decorations, above-mentioned steps can guarantee that formwork ontology 2 has preferable bearing capacity, not easy to crack.
Wherein it is possible to which the material with calcium plaster and glass fibre is ejected on felt using spray gun, spray gun specifically may be used
To use coaxial spray gun.
Wherein, to felt injection in the glass fibre of calcium plaster: the weight of glass fibre is calcium plaster weight
5%-10%, the too small intensity that can weaken formwork ontology 2 of the weight accounting of glass fibre, the weight accounting of glass fibre are excessive
It is easy to cause glass fibre bonding not secured enough.
Specifically, the weight of glass fibre is 5%, 6%, 8%, the 10% of calcium plaster weight.In at least one embodiment
In, the weight of glass fibre is the 8% of calcium plaster weight.
Wherein, in order to enable can closely be bonded between each layer of structure, the first subelement is laid in step, every paving
If complete felt has sprayed the glass fibre with calcium plaster and has been laid with after grid cloth, it is compacted using compressing member.
Specifically, each layer of structure of roller compaction can be used.
In some embodiments, in order to enable the structure of formwork ontology 2 is more secured, the first subelement be laid with step it
Afterwards further include: be repeated at least once more the first subelement and be laid with step.Mould can be increased by continuing repetition the first subelement laying step
The thickness of shell ontology 2 reinforces the intensity of formwork ontology 2.
Wherein, being laid with remaining formwork ontology includes: that the second subelement is laid with step: it is laid with the felt that calcium plaster soaks, to
Felt injection has the glass fibre of calcium plaster, and grid cloth is laid on glass fibre.Second subelement is laid with step and can protect
Demonstrate,proving remaining formwork ontology has stronger structure, guarantees the whole bearing capacity of formwork ontology 2.
In above process, it is every be laid with one layer of structure after, this layer of structure can be compacted, so that each layer structure
Between be closely bonded.
Specifically, the second subelement is laid with after step further include: and it is repeated at least once more the second subelement and is laid with step, with
Component truss 1 is firmly embedded in formwork ontology 2.
In conclusion embodiment according to the present invention optional factor is more.Claim according to the present invention can combine
A variety of implementation methods out, thus claim combinations according to the present invention go out technical method protection scope of the present invention it
It is interior.The present invention is further described through below in conjunction with specific embodiments.
Embodiment one:
As shown in figure 9, a kind of form bracing structure making process provided according to the present invention, comprising:
Step S101 is laid with part formwork ontology, and the side of part formwork ontology is decorative cover；
Component truss is placed on the side for deviating from decorative cover on the formwork ontology of part by step S102；
Step S103 is laid with remaining formwork ontology, will at least partly component truss be embedded in formwork ontology, and make
The reserved space for being used for casting concrete is formed between component truss and formwork ontology.
Specific operation process is as follows:
Step S101 is carried out first, is laid with part formwork ontology, and the side of part formwork ontology is decorative cover；With laggard
Component truss is placed on the side for deviating from decorative cover on the formwork ontology of part, facilitated in following step by row step S102
Component truss is embedded in formwork ontology；Step S103 is finally carried out, remaining formwork ontology is laid with, it will at least partly truss
Component is embedded in formwork ontology, and to be formed between component truss and formwork ontology and be left a blank for the pre- of casting concrete
Between.
Embodiment two:
As shown in Figure 10, a kind of form bracing structure making process provided according to the present invention, comprising:
First subelement is laid with step S201, is laid with the felt that calcium plaster soaks, and the glass of calcium plaster is had to felt injection
Glass fiber is had the glass fibre of calcium plaster using compressing member compacting, grid cloth is laid on glass fibre, uses compressing member pressure
Real grid cloth；
Step S202 is repeated at least once more the first subelement and is laid with step.
Component truss is placed on the side for deviating from decorative cover on the formwork ontology of part by step S203；
Second subelement is laid with step S204, is laid with the felt that calcium plaster soaks and is soaked using compressing member compacting calcium plaster
Felt, to felt injection with calcium plaster glass fibre and using compressing member compacting have calcium plaster glass fibre, to
It is laid with grid cloth on glass fibre and is compacted grid cloth using compressing member, at least partly will be embedded in formwork ontology by component truss
It is interior, and to form the reserved space for being used for casting concrete between component truss and formwork ontology；
Step S205 is repeated at least once more the second subelement and is laid with step.
Specific operation process is as follows:
The first subelement is carried out first and is laid with step S201, is laid with the felt that calcium plaster soaks, and has stone to felt injection
The glass fibre of cream slurry is had the glass fibre of calcium plaster using compressing member compacting, grid cloth is laid on glass fibre, used
Compressing member is compacted grid cloth, to guarantee closely be bonded between each layer structure；Step S202 is then carried out, repeats at least one
Secondary first subelement is laid with step, to enhance the intensity of formwork ontology；Step S203 is then carried out, component truss is placed on portion
Divide on formwork ontology and deviate from the side of decorative cover, position of the component truss relative to formwork ontology can be limited at the same time, with
Facilitate and component truss is precisely embedded in formwork ontology；It then carries out the second subelement and is laid with step S204, be laid with calcium plaster
The felt soaked and the felt soaked using compressing member compacting calcium plaster, to glass fibre of the felt injection with calcium plaster and are made
The glass fibre that calcium plaster is had with compressing member compacting is laid with grid cloth on glass fibre and is compacted grid using compressing member
Cloth, to guarantee closely be bonded between each layer structure, piece truss component is embedded in formwork ontology at this time, component truss
The reserved space for being used for casting concrete is formed between formwork ontology, is facilitated and subsequent is poured between component truss and formwork ontology
Build concrete；Finally carry out step S205, be repeated at least once more the second subelement be laid with step, with the structure to formwork ontology into
Row is reinforced.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of form bracing structure, which is characterized in that including component truss and formwork ontology, the component truss is at least partly
It is embedded in the formwork ontology, has between the component truss and the formwork ontology and leave a blank for the pre- of casting concrete
Between, the formwork ontology is decorative cover away from the side of the component truss.
2. form bracing structure according to claim 1, which is characterized in that the formwork ontology include GRG plate, GRC plate,
One of FRP plate.
3. form bracing structure according to claim 2, which is characterized in that the formwork ontology further includes set on described
Reinforcing rib in GRG plate, the GRC plate or the FRP plate.
4. form bracing structure according to claim 1, which is characterized in that the component truss include multiple built-in fittings with
And multiple truss ontologies, each described built-in fitting are connect with multiple truss ontologies, each described truss ontology and more
A built-in fitting connection, the built-in fitting are at least partly embedded in the formwork ontology.
5. a kind of form bracing structure making process characterized by comprising
It is laid with part formwork ontology, and the side of the part formwork ontology is decorative cover；
Component truss is placed on the side that the part formwork ontology deviates from the decorative cover；
It is laid with remaining formwork ontology, at least partly described component truss is embedded in formwork ontology, and make the truss
The reserved space for being used for casting concrete is formed between component and the formwork ontology.
6. form bracing structure making process according to claim 5, which is characterized in that laying part formwork ontology
Include:
First subelement is laid with step: being laid with the felt that calcium plaster soaks, the injection of Xiang Suoshu felt has the glass fibers of calcium plaster
It ties up, is laid with grid cloth on Xiang Suoshu glass fibre.
7. form bracing structure making process according to claim 6, which is characterized in that first subelement is laid with step
It is every to be laid with the felt, sprayed the glass fibre with calcium plaster and be laid with after the grid cloth in rapid,
It is compacted using compressing member.
8. form bracing structure making process according to claim 6, which is characterized in that first subelement is laid with step
After rapid further include:
It is repeated at least once more first subelement and is laid with step.
9. form bracing structure making process according to claim 6, which is characterized in that the remaining formwork ontology of the laying
Include:
Second subelement is laid with step: being laid with the felt that calcium plaster soaks, the injection of Xiang Suoshu felt has the glass fibers of calcium plaster
It ties up, is laid with grid cloth on Xiang Suoshu glass fibre.
10. form bracing structure making process according to claim 9, which is characterized in that second subelement is laid with
After step further include:
It is repeated at least once more second subelement and is laid with step.
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| CN111143933A (en) * | 2019-12-26 | 2020-05-12 | 三一筑工科技有限公司 | Model generation method and device for truss reinforcing rib and computing equipment |
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