CN109403471A - Assembled architecture supports connecting elements and its application method with new type FRP - Google Patents
Assembled architecture supports connecting elements and its application method with new type FRP Download PDFInfo
- Publication number
- CN109403471A CN109403471A CN201811529468.4A CN201811529468A CN109403471A CN 109403471 A CN109403471 A CN 109403471A CN 201811529468 A CN201811529468 A CN 201811529468A CN 109403471 A CN109403471 A CN 109403471A
- Authority
- CN
- China
- Prior art keywords
- frontal lobe
- shaped groove
- card slot
- bar shaped
- supporting block
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 9
- 210000001652 frontal lobe Anatomy 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000009413 insulation Methods 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000005553 drilling Methods 0.000 claims description 5
- 229920001903 high density polyethylene Polymers 0.000 claims description 4
- 239000004700 high-density polyethylene Substances 0.000 claims description 4
- 238000001746 injection moulding Methods 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 238000010526 radical polymerization reaction Methods 0.000 abstract description 15
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 125000006850 spacer group Chemical group 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of assembled architecture new type FRPs to support connecting elements and its application method, belong to assembled architecture technical field, the supporting block for specifically including bar shaped connector and being mounted in bar shaped connector, bar shaped connector both ends are respectively arranged with frontal lobe concrete card slot and rear leaf concrete card slot, middle part forms protrusion, protrusion is for installing insulation board, frontal lobe concrete card slot is respectively used to fixing concrete wall with rear leaf concrete card slot and connects, one end of bar shaped connector has been additionally provided with sharp portion, other end bottom is provided with the first U-shaped groove, the second U-shaped groove is provided in supporting block, first U-shaped groove and the second U-shaped texturearunaperpendicular setting, and first U-shaped groove and the second U-shaped groove for fixing frontal lobe steel mesh, the configuration of the present invention is simple, it is easily operated, it is low in cost, fast, efficiently, it can Effectively siphonal lobe concrete walls is avoided to fall off.
Description
Technical field
The present invention relates to a kind of assembled architecture new type FRPs to support connecting elements and its application method, belongs to assembled
Technical field of buildings.
Background technique
Assembled architecture planning has intensively been put into effect since 2015, and year ends 2015 issued " industrialized building evaluation criterion ",
It determines that assembled architecture is popularized in the whole nation in 2016 in an all-round way, and makes a breakthrough；On November 14th, 2015 lives the portion of building and puts into effect
" building industry modernization development outline ", plan accounted for 20% or more the ratio of new building to the year two thousand twenty assembled architecture, by 2025
Assembled architecture accounts for 50% or more the ratio of new building；
Current existing assembly concrete wall is mainly connect at both ends with interior siphonal lobe concrete using simple connecting elements, is pressed from both sides
The mode of tight intermediate position insulating layer, wall body structure is unreliable in this way, does not connect with siphonal lobe steel mesh, heavy
There is the possibility to fall off in concrete siphonal lobe wall.
Summary of the invention
It is easily operated the present invention provides a kind of structure is simple to solve technical problem of the existing technology, it is at low cost
It is honest and clean, it is quick, efficiently, the assembled architecture that can effectively avoid siphonal lobe concrete walls from falling off new type FRP support connecting elements and
Its application method.
To achieve the above object, the technical scheme adopted by the invention is as follows assembled architecture new type FRP supports connection structure
Part, including bar shaped connector and the supporting block being mounted in bar shaped connector, before bar shaped connector both ends are respectively arranged with
Leaf concrete card slot and rear leaf concrete card slot, middle part form protrusion, and the protrusion is for installing insulation board, the frontal lobe
Concrete card slot is respectively used to fixing concrete wall with rear leaf concrete card slot and connects, and one end of the bar shaped connector is also set up
There is sharp portion, other end bottom is provided with the first U-shaped groove, it is provided with the second U-shaped groove in the supporting block, described first
U-shaped groove and the second U-shaped texturearunaperpendicular setting, and the first U-shaped groove and the second U-shaped groove are for fixing frontal lobe steel mesh.
Preferably, the bar shaped connector is the H-type structure integrally stretched by FRP material, the frontal lobe concrete card slot
It is separately positioned on the bottom surface and top surface of H-type structure two sidewalls with rear leaf concrete card slot, the first U-shaped groove setting
On the bottom surface of H-type structure two sidewalls, the supporting block is by HDPE material injection molding, and the supporting block is mainly by rectangular block
It is constituted with connecting plate, the second U-shaped groove is arranged on a face of rectangular block, corresponding, two connections
Plate is arranged in the opposite of rectangular block, and the intermediate plate of the H-type structure is for being inserted between two connecting plates, and H
Type structure is fixedly connected with two connecting plates.
Preferably, the H-type structure is bolted with two connecting plates or glue sticking is fixed.
Assembled architecture new type FRP supports connecting elements application method, including above-mentioned FRP to support connecting elements, according to
Following steps are operated,
A, it is laid with frontal lobe steel mesh first in template, multiple FRP support connecting elements are fixed on frontal lobe steel mesh,
The horizontal reinforcing bar of frontal lobe steel mesh is stuck in the first U-shaped groove of the bar shaped connector, it is U-shaped recessed with the second of the supporting block
Slot is stuck in the vertical reinforcing bar of frontal lobe steel mesh, adjusts the position of supporting block and supporting block and bar shaped connector are fixed；
B, frontal lobe concrete walls are poured, pour height to frontal lobe concrete card slot；
C, insulation board is placed on frontal lobe concrete walls, gently presses insulation board, extrudes trace using bar shaped connector top sharp portion,
Then it drills in trace position；
D, insulation board is installed, bar shaped connector is inserted into drilling, and keeps the temperature the height that plate thickness is equal to protrusion；
E, leaf steel mesh after being laid on insulation board, then leaf concrete walls after pouring；
F, after the completion of pouring, demoulding is conserved.
Compared with prior art, the present invention has the following technical effects.
1. the configuration of the present invention is simple, easily operated, low in cost, quick, efficient new type FRP supports connecting elements,
For one by drawing molding, machining, assembly part, can thoroughly solve existing common connector it is at high cost, assembly
Trouble, fall off the problems such as security risk there are siphonal lobe.
2. product of the present invention uses FRP material, tensile strength reaches 700MPa, density 1.9g/cm3, thermal coefficient 0.3-
0.4；
3. bar shaped connector of the present invention uses H-type section, bearing capacity is strong, and upper and lower side is machined with double step respectively, increase with
The bond stress of concrete walls；Bottom uses double recess, directly connect with frontal lobe reinforcing bar, guarantees frontal lobe weight all by rear leaf
Shear wall carrying, prevents frontal lobe from falling off；
4. using the pointed formula of diclinic at the top of bar shaped connector of the present invention, remove scene scribing line drilling operating, it is convenient to construct.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of supporting block in the present invention.
Fig. 3 is the structural schematic diagram that the present invention is connect with frontal lobe steel mesh.
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
As shown in Figure 1 and Figure 2, assembled architecture supports connecting elements with new type FRP, including bar shaped connector 1 and is mounted on
Supporting block 2 in bar shaped connector, 1 both ends of bar shaped connector are respectively arranged with frontal lobe concrete card slot 3 and rear leaf concrete card
Slot 4, middle part form protrusion 5, and for installing insulation board, frontal lobe concrete card slot 3 and rear leaf concrete card slot 4 divide protrusion 5
Not Yong Yu the connection of fixing concrete wall, one end of bar shaped connector 1 has been additionally provided with sharp portion 6, and other end bottom is provided with the
One U-shaped groove 7 is provided with the second U-shaped groove 8 in supporting block 2, and the first U-shaped groove 7 and the second U-shaped groove 8 are vertically arranged, and
First U-shaped groove 7 and the second U-shaped groove 8 are for fixing frontal lobe steel mesh.
Wherein, bar shaped connector 1 is the H-type structure integrally stretched by FRP material, and frontal lobe concrete card slot 3 and rear leaf are mixed
Solidifying soil card slot 4 is separately positioned on the bottom surface and top surface of H-type structure two sidewalls, and the first U-shaped groove 7 is arranged in H-type structure two sides
On the bottom surface of wall, supporting block 2 is by HDPE material injection molding, and supporting block 2 is mainly made of rectangular block 9 and connecting plate 10, the
Two U-shaped grooves 8 are arranged on a face of rectangular block 9, and corresponding, pair of rectangular block 9 is arranged in two connecting plates 10
On facade, the intermediate plate of H-type structure is for being inserted between two connecting plates 10, and H-type structure and two connecting plates 10 are fixed
Connection.
The H-type structure that bar shaped connector 1 is integrally stretched using FRP material in the present invention, tensile strength reach 700MPa, density
1.9g/cm3, thermal coefficient 0.3-0.4；Supporting block 2 uses HDPE material injection molding, then connects supporting block 2 with bar shaped
Part 1 fits together, and H-type structure is bolted with two connecting plates 10 or glue sticking is fixed.Recycle supporting block 2 and item
Frontal lobe steel mesh is fixed in the first U-shaped groove 7 and the second U-shaped groove 8 on shape connector 1, the first U-shaped groove 7 and item
There are the distances of 10mm for the end of shape connector 1, make bar shaped connector 1 and template contacts, easy to operate instead of spacer.
Sharp portion 6 is used to carry out positioning indent to insulation board, facilitates drilling.First U-shaped groove 7 and the second U-shaped groove 8 are respectively used to solid
Determine frontal lobe concrete walls and rear leaf concrete walls, increase the bond stress with concrete walls, guarantees that structure is firm.Protrusion 5 is used for
Position insulation board.
Application method of the invention is to follow the steps below operation,
A, it is laid with frontal lobe steel mesh first in template, multiple FRP support connecting elements is fixed on frontal lobe steel mesh, item is used
The U-shaped groove of the first of shape connector is stuck in the horizontal reinforcing bar of frontal lobe steel mesh, is stuck in frontal lobe steel with the second U-shaped groove of supporting block
The vertical reinforcing bar of muscle net adjusts the position of supporting block and supporting block and bar shaped connector is fixed；
B, frontal lobe concrete walls are poured, pour height to frontal lobe concrete card slot；
C, insulation board is placed on frontal lobe concrete walls, gently presses insulation board, extrudes trace using bar shaped connector top sharp portion,
Then it drills in trace position；
D, insulation board is installed, bar shaped connector is inserted into drilling, and keeps the temperature the height that plate thickness is equal to protrusion；
E, leaf steel mesh after being laid on insulation board, then leaf concrete walls after pouring；
F, after the completion of pouring, demoulding is conserved.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all wrap within the scope of the present invention within mind and principle.
Claims (4)
1. assembled architecture supports connecting elements with new type FRP, it is characterised in that: including bar shaped connector and be mounted on bar shaped company
Supporting block in fitting, bar shaped connector both ends are respectively arranged with frontal lobe concrete card slot and rear leaf concrete card slot, in
Portion forms protrusion, and the protrusion is for installing insulation board, the frontal lobe concrete card slot and rear leaf concrete card slot difference
It is connected for fixing concrete wall, one end of the bar shaped connector has been additionally provided with sharp portion, and other end bottom is provided with the
One U-shaped groove is provided with the second U-shaped groove, the first U-shaped groove and the second U-shaped texturearunaperpendicular setting in the supporting block,
And first U-shaped groove and the second U-shaped groove for fixing frontal lobe steel mesh.
2. assembled architecture according to claim 1 supports connecting elements with new type FRP, it is characterised in that: the bar shaped
Connector is the H-type structure integrally stretched by FRP material, and the frontal lobe concrete card slot and rear leaf concrete card slot are respectively set
On the bottom surface and top surface of H-type structure two sidewalls, the first U-shaped groove is arranged on the bottom surface of H-type structure two sidewalls,
The supporting block is by HDPE material injection molding, and the supporting block is mainly made of rectangular block and connecting plate, and described second is U-shaped
Groove is arranged on a face of rectangular block, corresponding, and two connecting plates are arranged in the opposite of rectangular block,
The intermediate plate of the H-type structure is for being inserted between two connecting plates, and H-type structure is fixed with two connecting plates
Connection.
3. assembled architecture according to claim 2 supports connecting elements with new type FRP, it is characterised in that: the H-type knot
Structure is bolted with two connecting plates or glue sticking is fixed.
4. assembled architecture new type FRP supports connecting elements application method, including above-mentioned FRP to support connecting elements, feature
It is: follows the steps below operation,
A, it is laid with frontal lobe steel mesh first in template, multiple FRP support connecting elements are fixed on frontal lobe steel mesh,
The horizontal reinforcing bar of frontal lobe steel mesh is stuck in the first U-shaped groove of the bar shaped connector, it is U-shaped recessed with the second of the supporting block
Slot is stuck in the vertical reinforcing bar of frontal lobe steel mesh, adjusts the position of supporting block and supporting block and bar shaped connector are fixed；
B, frontal lobe concrete walls are poured, pour height to frontal lobe concrete card slot；
C, insulation board is placed on frontal lobe concrete walls, gently presses insulation board, extrudes trace using bar shaped connector top sharp portion,
Then it drills in trace position；
D, insulation board is installed, bar shaped connector is inserted into drilling, and keeps the temperature the height that plate thickness is equal to protrusion；
E, leaf steel mesh after being laid on insulation board, then leaf concrete walls after pouring；
F, after the completion of pouring, demoulding is conserved.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811529468.4A CN109403471A (en) | 2018-12-14 | 2018-12-14 | Assembled architecture supports connecting elements and its application method with new type FRP |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811529468.4A CN109403471A (en) | 2018-12-14 | 2018-12-14 | Assembled architecture supports connecting elements and its application method with new type FRP |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109403471A true CN109403471A (en) | 2019-03-01 |
Family
ID=65459276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811529468.4A Pending CN109403471A (en) | 2018-12-14 | 2018-12-14 | Assembled architecture supports connecting elements and its application method with new type FRP |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403471A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456257A (en) * | 2020-04-28 | 2020-07-28 | 新疆农业大学 | Steel-plastic composite material connecting component for sandwich structure connection |
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| KR20130023541A (en) * | 2011-08-29 | 2013-03-08 | 한국건설기술연구원 | Concrete composite wall construction method with gangform and precast wall |
| CN203440945U (en) * | 2013-04-25 | 2014-02-19 | 上海启鹏工程材料科技有限公司 | Precast concrete laminated heat-insulating wall body |
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Application publication date: 20190301 |