CN209384400U - A kind of assembled architecture new type FRP support connecting elements - Google Patents
A kind of assembled architecture new type FRP support connecting elements Download PDFInfo
- Publication number
- CN209384400U CN209384400U CN201822097735.7U CN201822097735U CN209384400U CN 209384400 U CN209384400 U CN 209384400U CN 201822097735 U CN201822097735 U CN 201822097735U CN 209384400 U CN209384400 U CN 209384400U
- Authority
- CN
- China
- Prior art keywords
- shaped groove
- card slot
- frontal lobe
- 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.)
- Active
Links
Abstract
The utility model relates to a kind of assembled architecture new type FRPs to support connecting elements, 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 utility model structure is simple, it is easily operated, it is low in cost, fast, efficiently, it can be effective Siphonal lobe concrete walls are avoided to fall off.
Description
Technical field
The utility model relates to a kind of assembled architecture new type FRPs to support connecting elements, belong to assembled architecture technology
Field.
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 connected using simple connecting elements at both ends and interior siphonal lobe concrete
It connecing, clamps the mode of intermediate position insulating layer, wall body structure is unreliable in this way, it is not connect with siphonal lobe steel mesh,
There is the possibility to fall off in heavy concrete siphonal lobe wall.
Utility model content
To solve technical problem of the existing technology, it is simple that the utility model provides a kind of structure, easily operated, at
This is cheap, quick, efficient, and the assembled architecture that can effectively avoid siphonal lobe concrete walls from falling off new type FRP supports connection structure
Part.
To achieve the above object, technical solution used by the utility model is a kind of assembled architecture new type FRP branch
Connecting elements is supportted, including bar shaped connector and the supporting block being mounted in bar shaped connector, bar shaped connector both ends difference
It is provided with frontal lobe concrete card slot and rear leaf concrete card slot, middle part forms protrusion, and the protrusion is used to install insulation board,
The frontal lobe concrete card slot is respectively used to fixing concrete wall with rear leaf concrete card slot and connects, and the one of the bar shaped connector
End has been additionally provided with sharp portion, and other end bottom is provided with the first U-shaped groove, the second U-shaped groove is provided in the supporting block,
The 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
Muscle net.
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.
A kind of assembled architecture new type FRP support connecting elements application method, including above-mentioned FRP support connecting elements,
Operation is followed the steps below,
A, it is laid with frontal lobe steel mesh first in template, multiple FRP support connecting elements are fixed on frontal lobe reinforcing bar
On the net, the horizontal reinforcing bar of frontal lobe steel mesh is stuck in the first U-shaped groove of the bar shaped connector, with the second of the supporting block
U-shaped groove is stuck in the vertical reinforcing bar of frontal lobe steel mesh, adjusts the position of supporting block and is consolidated supporting block and bar shaped connector
It 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, is extruded using bar shaped connector top sharp portion
Then trace 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 utility model has the following technical effects.
1. the utility model structure is simple, easily operated, low in cost, quick, efficient new type FRP support connection structure
Part, for one by drawing molding, machining, assemble 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. the utility model product uses FRP material, tensile strength reaches 700MPa, density 1.9g/cm3, thermal coefficient
0.3-0.4;
3. the utility model bar shaped connector uses H-type section, bearing capacity is strong, and upper and lower side is machined with dual stage respectively
Rank increases the bond stress with concrete walls;Bottom uses double recess, directly connect with frontal lobe reinforcing bar, guarantees frontal lobe weight
It is all carried by rear leaf shear wall, prevents frontal lobe from falling off;
4. using the pointed formula of diclinic at the top of the utility model bar shaped connector, remove scene scribing line drilling operating, construction is just
It is prompt.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of supporting block in the utility model.
Fig. 3 is the structural schematic diagram that the utility model is connect with frontal lobe steel mesh.
Specific embodiment
In order to which technical problem to be solved in the utility model, technical solution and beneficial effect is more clearly understood, with
Lower combination accompanying drawings and embodiments, the present invention will be further described in detail.It should be appreciated that specific reality described herein
It applies example to be only used to explain the utility model, is not used to limit the utility model.
As shown in Figure 1 and Figure 2, a kind of assembled architecture new type FRP supports connecting elements, including bar shaped connector 1 and peace
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 coagulation
Native card slot 4, middle part form protrusion 5, and protrusion 5 is for installing insulation board, frontal lobe concrete card slot 3 and rear leaf concrete card slot
4 are respectively used to the connection of fixing concrete wall, and one end of bar shaped connector 1 has been additionally provided with sharp portion 6, and other end bottom is provided with
First 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 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 utility model, tensile strength reach 700MPa,
Density 1.9g/cm3, thermal coefficient 0.3-0.4;Supporting block 2 uses HDPE material injection molding, then by supporting block 2 and bar shaped
Connector 1 fits together, and H-type structure is bolted with two connecting plates 10 or glue sticking is fixed.Recycle supporting block 2
With on bar shaped connector 1 the first U-shaped groove 7 and the second U-shaped groove 8 frontal lobe steel mesh is fixed, the first U-shaped groove 7
There are the distances of 10mm with the end of bar shaped connector 1, make bar shaped connector 1 and template contacts, instead of spacer, operation side
Just.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 used respectively
In fixed frontal lobe concrete walls and rear leaf concrete walls, increase the bond stress with concrete walls, guarantees that structure is firm.Protrusion 5
For positioning insulation board.
The application method of the utility model 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,
The horizontal reinforcing bar of frontal lobe steel mesh is stuck in the first U-shaped groove of bar shaped connector, before being stuck in the second U-shaped groove of supporting block
The vertical reinforcing bar of leaf steel mesh 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, is extruded using bar shaped connector top sharp portion
Then trace 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 above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should all wrap in the utility model model within the spirit and principle of utility model
In enclosing.
Claims (3)
1. a kind of assembled architecture supports connecting elements with new type FRP, it is characterised in that: including bar shaped connector and be mounted on item
Supporting block in shape connector, bar shaped connector both ends are respectively arranged with frontal lobe 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 and rear leaf concrete card slot
It is respectively used to the connection of fixing concrete wall, one end of the bar shaped connector is additionally provided with sharp portion, and other end bottom is provided with
First U-shaped groove is provided with the second U-shaped groove in the supporting block, and the first U-shaped groove and the second U-shaped texturearunaperpendicular are set
It sets, and the first U-shaped groove and the second U-shaped groove are for fixing frontal lobe steel mesh.
2. a kind of assembled architecture according to claim 1 supports connecting elements with new type FRP, it is characterised in that: described
Bar shaped connector is the H-type structure integrally stretched by FRP material, the frontal lobe concrete card slot and rear leaf concrete card slot difference
It is arranged on the bottom surface and top surface of H-type structure two sidewalls, the bottom of H-type structure two sidewalls is arranged in the first U-shaped groove
On face, the supporting block is by HDPE material injection molding, and the supporting block is mainly made of rectangular block and connecting plate, described
Two U-shaped grooves are arranged on a face of rectangular block, corresponding, and the opposition of rectangular block is arranged in two connecting plates
On face, the intermediate plate of the H-type structure is for being inserted between two connecting plates, and H-type structure and two connections
Plate is fixedly connected.
3. a kind of assembled architecture according to claim 2 supports connecting elements with new type FRP, it is characterised in that: the H
Type structure is bolted with two connecting plates or glue sticking is fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822097735.7U CN209384400U (en) | 2018-12-14 | 2018-12-14 | A kind of assembled architecture new type FRP support connecting elements |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822097735.7U CN209384400U (en) | 2018-12-14 | 2018-12-14 | A kind of assembled architecture new type FRP support connecting elements |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209384400U true CN209384400U (en) | 2019-09-13 |
Family
ID=67871952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822097735.7U Active CN209384400U (en) | 2018-12-14 | 2018-12-14 | A kind of assembled architecture new type FRP support connecting elements |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209384400U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109403471A (en) * | 2018-12-14 | 2019-03-01 | 王强 | Assembled architecture supports connecting elements and its application method with new type FRP |
-
2018
- 2018-12-14 CN CN201822097735.7U patent/CN209384400U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109403471A (en) * | 2018-12-14 | 2019-03-01 | 王强 | Assembled architecture supports connecting elements and its application method with new type FRP |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN209384400U (en) | A kind of assembled architecture new type FRP support connecting elements | |
CN214220078U (en) | Slidable assembled wallboard connecting structure | |
CN109403471A (en) | Assembled architecture supports connecting elements and its application method with new type FRP | |
CN111605049A (en) | Laminated plate mold and manufacturing process thereof | |
CN206157973U (en) | Lead to muscle formula concrete coincide floor structures and prefabricated panel's preparation mould thereof | |
CN214329341U (en) | Assembled floor seam connection structure | |
CN210396138U (en) | Pour and use section bar mounting structure | |
CN104563354B (en) | Combined long-span ribbed slab structure | |
CN211143327U (en) | I-steel fixing device encorbelments | |
CN210086579U (en) | Prefabricated construction of assembled UHPC superimposed shear wall | |
CN211775695U (en) | Building template structure | |
CN208088138U (en) | A kind of suitable bridge is to large size, thin walled hollow vase pier steel form | |
CN207988483U (en) | A kind of collapsible form for building | |
CN208072936U (en) | Panel template | |
CN207934248U (en) | A kind of more limb precast shear wall structures of parallel connection | |
CN211201180U (en) | Template attached flow stopping device for concrete pouring | |
CN201144518Y (en) | Door-shaped assembly type wall big formwork | |
CN205935312U (en) | Panel house wall's reinforced concrete frame structure | |
CN201245799Y (en) | Steel reinforcement framework assembling moulding clamping fixture for plate-type ballastless track base plate | |
CN206233578U (en) | Inner corner trim reinforcing template and its formwork system | |
CN211850201U (en) | Heat-insulation connecting assembly for prefabricated superposed external wall and prefabricated superposed component | |
CN216865652U (en) | Detachable bottom die steel bar truss floor bearing plate | |
CN213868890U (en) | Can dismantle strengthening rib aluminum mould board | |
CN215471913U (en) | Universal modular assembled shear wall die | |
CN220889470U (en) | Cast-in-situ beam with U-shaped steel mould |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |