CN110130576A - Prefabricated overlapping side bar of one kind and preparation method thereof - Google Patents
Prefabricated overlapping side bar of one kind and preparation method thereof Download PDFInfo
- Publication number
- CN110130576A CN110130576A CN201910493680.8A CN201910493680A CN110130576A CN 110130576 A CN110130576 A CN 110130576A CN 201910493680 A CN201910493680 A CN 201910493680A CN 110130576 A CN110130576 A CN 110130576A
- Authority
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- China
- Prior art keywords
- steel plate
- composite beam
- ear
- fixedly mounted
- embedded
- 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
- 238000002360 preparation method Methods 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 85
- 239000010959 steel Substances 0.000 claims abstract description 85
- 239000002131 composite material Substances 0.000 claims abstract description 57
- 210000003195 fascia Anatomy 0.000 claims abstract description 35
- 210000003205 muscle Anatomy 0.000 claims abstract description 21
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims description 29
- 238000010276 construction Methods 0.000 abstract description 7
- 238000004064 recycling Methods 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000004078 waterproofing Methods 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 12
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of prefabricated overlapping side bars, including composite beam, choose ear, U-stirrups, beam-ends steel plate, pre-embedded steel slab, beam-ends groove, Side fascia, pre-embedded bolt, overlap joint groove, the outgoing muscle of secondary beam and secondary beam, the side for stating composite beam, which is equipped with, chooses ear, the top of the composite beam is fixedly installed with U-stirrups, the side for choosing ear is equipped with beam-ends steel plate, and the beam-ends Interal fixation is mounted on composite beam.This prefabricated overlapping side bar, the beam-ends steel plate and pre-embedded steel slab for choosing ear two sides can prevent reinforcing bar and built-in fitting at node from colliding, the top of composite beam uses U-stirrups, facilitate the construction and design that water-proofing treatment is carried out at Side fascia ontology, when the span of composite beam is larger, reinforce steel plate, the second reinforcement steel plate and third for first and reinforces the firm form of steel plate formation triangle, and it can be with disassembly & recycling Reusability, it economizes on resources, it can also ensure that the globality and safety of structure, simultaneously in such a way that involvement connects, it is convenient for site operation.
Description
Technical field
The present invention relates to precast beam technical field, specially a kind of prefabricated overlapping side bar and preparation method thereof.
Background technique
In the interprocedual for developing assembled architecture, prefabricated concrete structure has pole there are many technical problems
Big progress space.Wherein one of key problem is how to reduce wet connection, and guarantee that structure has preferable globality, peace
It is complete reliable.Because the wet connection for reducing node will greatly accelerate the construction efficiency speed at scene, if can guarantee whole involvements
Under conditions of connecing, the speed of cross construction will be greatly promoted, can achieve the installation of a index bed more than a day.
Summary of the invention
The purpose of the present invention is to provide a kind of prefabricated overlapping side bars and preparation method thereof, can guarantee the globality of structure
And safety, while in such a way that involvement connects, it is convenient for site operation, can solve the problems of the prior art.
To achieve the above object, it the invention provides the following technical scheme: a kind of prefabricated overlapping side bar, including composite beam, chooses
Ear, U-stirrups, beam-ends steel plate, pre-embedded steel slab, beam-ends groove, Side fascia, pre-embedded bolt, overlap joint groove, secondary beam go out muscle and
Secondary beam, the side of the composite beam, which is equipped with, chooses ear, and the top of the composite beam is fixedly installed with U-stirrups, described to choose the one of ear
Side is equipped with beam-ends steel plate, and the beam-ends Interal fixation is mounted on composite beam, and the other side for choosing ear is equipped with pre-embedded steel slab, institute
Pre-embedded steel slab is stated to be fixedly mounted on composite beam, the both ends of the composite beam offer beam-ends groove, the composite beam it is another
Side is equipped with Side fascia, and pre-embedded bolt is offered on the Side fascia, and the inside of the pre-embedded bolt is equipped with the outgoing muscle of secondary beam, institute
The outgoing muscle of secondary beam is stated to be fixedly mounted on secondary beam.
Preferably, the Side fascia includes Side fascia ontology, overhead, top installation corner brace, embodiment in which top gasket, top pair
Nut, bottom member, bottom installation corner brace, bottom gasket and bottom double nut, one end of the Side fascia ontology are equipped with top
Component, the outside of the overhead are equipped with top and install corner brace, and the top installation corner brace is run through by screw rod, the top
The outside for installing corner brace is equipped with embodiment in which top gasket, and the outside of the embodiment in which top gasket is equipped with top double nut, and the top double nut is solid
On screw rod, the other end of the Side fascia ontology is equipped with bottom member for Dingan County, and the outside of the bottom member is equipped with bottom
Corner brace is installed, the bottom installation corner brace is run through by screw rod, and the outside of the bottom installation corner brace is equipped with bottom gasket, described
The outside of bottom gasket is equipped with bottom double nut, and the bottom double nut is fixedly mounted on screw rod.
Preferably, the overlap joint groove includes groove ontology, the first reinforcement steel plate, the second reinforcement steel plate, third reinforcement steel
Plate and clamping screw, the outside of the groove ontology are equipped with second and reinforce steel plate, and the both ends of the second reinforcement steel plate are locked
Tight bolt is run through, and the described second outside for reinforcing steel plate is equipped with third and reinforces steel plate, and the both ends that the third reinforces steel plate are equal
The bolt that is locked is run through, and the outside that the third reinforces steel plate is equipped with first and reinforces steel plate, and the first reinforcement steel plate passes through
Clamping screw is fixedly mounted on third and reinforces on steel plate.
Preferably, the hole size inside the embodiment in which top gasket and bottom gasket is not less than the diameter of screw rod.
It is a kind of it is prefabricated overlapping side bar preparation method, the prefabricated overlapping side bar include composite beam, choose ear, U-stirrups,
Beam-ends steel plate, pre-embedded steel slab, beam-ends groove, Side fascia, pre-embedded bolt, overlap joint groove, the outgoing muscle of secondary beam and secondary beam, the preparation
Method includes: that ear is chosen in the side setting of the composite beam, the top of the composite beam is fixedly mounted U-stirrups, the ear of choosing
Beam-ends steel plate is arranged in side, and the beam-ends Interal fixation is mounted on composite beam, the other side setting pre-embedded steel slab for choosing ear,
The pre-embedded steel slab is fixedly mounted on composite beam, and the both ends of the composite beam open up beam-ends groove, the composite beam it is another
Side fascia is arranged in side, and pre-embedded bolt is offered on the Side fascia, and the outgoing muscle of inside installation secondary beam of the pre-embedded bolt is described
The outgoing muscle of secondary beam is fixedly mounted on secondary beam.
Compared with prior art, beneficial effects of the present invention are as follows:
The prefabricated overlapping side bar of the present invention, is chosen ear one side towards outdoor, chosen without the one side for choosing ear by composite beam towards interior
The beam-ends steel plate and pre-embedded steel slab of ear two sides can prevent reinforcing bar and built-in fitting at node from colliding, and the top of composite beam uses
U-stirrups, facilitate the construction and design that water-proofing treatment is carried out at Side fascia ontology, and top installation corner brace runs through peace by screw rod
On overhead, screw rod locking is made top installation corner brace complete to fix by top double nut by embodiment in which top gasket, bottom peace
Dress corner brace is installed through on bottom member by screw rod, and screw rod locking installs bottom by bottom double nut by bottom gasket
Corner brace completes installation, and the first reinforcement steel plate, the second reinforcement steel plate and third reinforcement steel plate are fixedly mounted on recessed by clamping screw
The outside of slot ontology is formed triangle and consolidates form, and can economized on resources, additionally it is possible to guarantee structure with disassembly & recycling Reusability
Globality and safety be convenient for site operation while in such a way that involvement connects.
Detailed description of the invention
Fig. 1 is composite beam structural schematic diagram of the invention；
Fig. 2 is composite beam connection schematic diagram of the invention；
Fig. 3 is overhead partial enlarged view of the invention；
Fig. 4 is bottom member partial enlarged view of the invention；
Fig. 5 is overlap joint groove partial enlarged view of the invention.
In figure: 1, composite beam；2, ear is chosen；3, U-stirrups；4, beam-ends steel plate；5, pre-embedded steel slab；6, beam-ends groove；7, outer
Wallboard；71, Side fascia ontology；72, overhead；73, corner brace is installed at top；74, embodiment in which top gasket；75, top double nut；76,
Bottom member；77, corner brace is installed in bottom；78, bottom gasket；79, bottom double nut；8, pre-embedded bolt；9, groove is overlapped；91,
Groove ontology；92, first reinforces steel plate；93, second reinforces steel plate；94, third reinforces steel plate；95, clamping screw；10, secondary beam
Outgoing muscle；11, secondary beam.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
A kind of prefabricated overlapping side bar referring to FIG. 1-2, including composite beam 1, choose ear 2, is U-stirrups 3, beam-ends steel plate 4, pre-
Steel plate 5, beam-ends groove 6, Side fascia 7, pre-embedded bolt 8, overlap joint groove 9, the outgoing muscle 10 of secondary beam and secondary beam 11 are buried, composite beam 1
Side is equipped with and chooses ear 2, and the top of composite beam 1 is fixedly installed with U-stirrups 3, and the side for choosing ear 2 is equipped with beam-ends steel plate 4, beam-ends
Steel plate 4 is fixedly mounted on composite beam 1, and the other side for choosing ear 2 is equipped with pre-embedded steel slab 5, and pre-embedded steel slab 5 is fixedly mounted on composite beam
On 1, composite beam 1 chooses 2 one side of ear towards outdoor without the one side of ear 2 is chosen towards interior, chooses the beam-ends steel plate 4 of 2 two sides of ear and pre-buried
Steel plate 5 can prevent reinforcing bar and built-in fitting at node from colliding, and the top of composite beam 1 uses U-stirrups 3, facilitate and prevented
The construction and design of water process, the both ends of composite beam 1 offer beam-ends groove 6, and the other side of composite beam 1 is equipped with Side fascia 7, outside
Pre-embedded bolt 8 is offered on wallboard 7, the inside of pre-embedded bolt 8 is equipped with the outgoing muscle 10 of secondary beam, and the outgoing muscle 10 of secondary beam is fixedly mounted
On secondary beam 11.
Fig. 3-4 is please referred to, Side fascia 7 includes Side fascia ontology 71, overhead 72, top installation corner brace 73, bottom pad
Piece 74, top double nut 75, bottom member 76, bottom installation corner brace 77, bottom gasket 78 and bottom double nut 79, Side fascia sheet
One end of body 71 is equipped with overhead 72, and the outside of overhead 72 is equipped with top and installs corner brace 73, and 73 quilt of corner brace is installed at top
Screw rod is run through, and the outside that corner brace 73 is installed at top is equipped with embodiment in which top gasket 74, and the outside of embodiment in which top gasket 74 is equipped with top double nut
75, top double nut 75 is fixedly mounted on screw rod, and the other end of Side fascia ontology 71 is equipped with bottom member 76, bottom member 76
Outside be equipped with bottom install corner brace 77, bottom installation corner brace 77 run through by screw rod, bottom installation corner brace 77 outside be equipped with
Hole size inside bottom gasket 78, embodiment in which top gasket 74 and bottom gasket 78 is not less than the diameter of screw rod, can make to push up
Portion's gasket 74 and bottom gasket 78 are run through by screw rod, and the outside of bottom gasket 78 is equipped with bottom double nut 79, the double spiral shells in bottom
Mother 79 is fixedly mounted on screw rod.
Referring to Fig. 5, overlap joint groove 9 includes that groove ontology 91, first reinforces steel plate 92, second reinforcement steel plate 93, third
Reinforce steel plate 94 and clamping screw 95, the outside of groove ontology 91 is equipped with second and reinforces steel plate 93, and second reinforces the two of steel plate 93
The bolt 95 that is locked is held to be run through, the second outside for reinforcing steel plate 93 is equipped with third and reinforces steel plate 94, and third reinforces steel plate 94
The both ends bolt 95 that is locked run through, the outside that third reinforces steel plate 94 is equipped with first and reinforces steel plate 92, and first reinforces steel
Plate 92 is fixedly mounted on third by clamping screw 95 and reinforces on steel plate 94, and when the span of composite beam 1 is larger, first is reinforced
Steel plate 92, second reinforces steel plate 93 and third reinforces steel plate 94 and is fixedly mounted on the outer of groove ontology 91 by clamping screw 95
Side is formed triangle and consolidates form, and can economized on resources with disassembly & recycling Reusability.
Working principle: 2 one side of ear is chosen towards outdoor, chooses 2 two sides of ear towards interior without the one side for choosing ear 2 by composite beam 1
Beam-ends steel plate 4 and pre-embedded steel slab 5 can prevent reinforcing bar and built-in fitting at node from colliding, the top of composite beam 1 is using opening
Mouth stirrup 3, facilitates the construction and design that water-proofing treatment is carried out at Side fascia ontology 71, and top installation corner brace 73 is run through by screw rod
It is mounted on overhead 72, screw rod locking is kept the installation completion of corner brace 73 in top solid by top double nut 75 by embodiment in which top gasket 74
Fixed, bottom installation corner brace 77 is installed through on bottom member 76 by screw rod, and bottom double nut 79 will by bottom gasket 78
Screw rod locking makes bottom installation corner brace 77 complete installation, and the first reinforcement steel plate 92, second reinforces steel plate 93 and third reinforces steel plate
94 are fixedly mounted on the outside of groove ontology 91 by clamping screw 95, form triangle and consolidate form, and can be anti-with disassembly & recycling
It is multiple to use.
The invention further relates to a kind of preparation method of prefabricated overlapping side bar, the prefabricated overlapping side bar includes composite beam 1, chooses
Ear 2, U-stirrups 3, beam-ends steel plate 4, pre-embedded steel slab 5, beam-ends groove 6, Side fascia 7, pre-embedded bolt 8, overlap joint groove 9, secondary beam
Outgoing muscle 10 and secondary beam 11, the preparation method include: that ear 2, the top of the composite beam 1 are chosen in the side setting of the composite beam 1
U-stirrups 3, the side setting beam-ends steel plate 4 for choosing ear 2 are fixedly mounted in end, and the beam-ends steel plate 4 is fixedly mounted on overlapping
On beam 1, the other side setting pre-embedded steel slab 5 for choosing ear 2, the pre-embedded steel slab 5 is fixedly mounted on composite beam 1, described folded
The both ends for closing beam 1 open up beam-ends groove 6, and the other side of the composite beam 1 is arranged Side fascia 7, offers on the Side fascia 7 pre-
Bolt 8, the outgoing muscle 10 of inside installation secondary beam of the pre-embedded bolt 8 are buried, the outgoing muscle 10 of the secondary beam is fixedly mounted on secondary beam 11
On.
In summary: the prefabricated overlapping side bar of the present invention chooses ear 2 one towards interior without the one side for choosing ear 2 by composite beam 1
Towards outdoor, the beam-ends steel plate 4 and pre-embedded steel slab 5 for choosing 2 two sides of ear can prevent reinforcing bar and built-in fitting at node from colliding for side,
The top of composite beam 1 uses U-stirrups 3, facilitates the construction and design that water-proofing treatment is carried out at Side fascia ontology 71, top peace
Dress corner brace 73 is installed through on overhead 72 by screw rod, and top double nut 75 is made screw rod locking by embodiment in which top gasket 74
Top installs corner brace 73 and completes to fix, and bottom installation corner brace 77 is installed through on bottom member 76 by screw rod, the double spiral shells in bottom
Screw rod locking is made bottom install the completion installation of corner brace 77 by mother 79 by bottom gasket 78, and first, which reinforces steel plate 92, second, reinforces
Steel plate 93 and third reinforce the outside that steel plate 94 is fixedly mounted on groove ontology 91 by clamping screw 95, form triangle and consolidate shape
State, and can be economized on resources with disassembly & recycling Reusability, additionally it is possible to guarantee the globality and safety of structure, while using dry
The mode of connection is convenient for site operation.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of prefabricated overlapping side bar, including composite beam (1), choose ear (2), U-stirrups (3), beam-ends steel plate (4), pre-embedded steel slab
(5), beam-ends groove (6), Side fascia (7), pre-embedded bolt (8), overlap joint groove (9), secondary beam outgoing muscle (10) and secondary beam (11),
Be characterized in that: the side of the composite beam (1) is equipped with and chooses ear (2), and the top of the composite beam (1) is fixedly installed with U-stirrups
(3), the side for choosing ear (2) is equipped with beam-ends steel plate (4), and the beam-ends steel plate (4) is fixedly mounted on composite beam (1), institute
The other side for choosing ear (2) is stated equipped with pre-embedded steel slab (5), the pre-embedded steel slab (5) is fixedly mounted on composite beam (1), described folded
The both ends for closing beam (1) offer beam-ends groove (6), and the other side of the composite beam (1) is equipped with Side fascia (7), the Side fascia
(7) it is offered on pre-embedded bolt (8), the inside of the pre-embedded bolt (8) is equipped with secondary beam and goes out muscle (10), and the secondary beam is outgoing
Muscle (10) is fixedly mounted on secondary beam (11).
2. prefabricated overlapping side bar according to claim 1, it is characterised in that: the Side fascia (7) includes Side fascia ontology
(71), overhead (72), top installation corner brace (73), embodiment in which top gasket (74), top double nut (75), bottom member (76),
Corner brace (77), bottom gasket (78) and bottom double nut (79) are installed in bottom, and one end of the Side fascia ontology (71) is equipped with top
Portion's component (72), the outside of the overhead (72) are equipped with top installation corner brace (73), and corner brace (73) quilt is installed at the top
Screw rod is run through, and the outside of top installation corner brace (73) is equipped with embodiment in which top gasket (74), the outside of the embodiment in which top gasket (74)
Equipped with top double nut (75), the top double nut (75) is fixedly mounted on screw rod, the Side fascia ontology (71) it is another
One end is equipped with bottom member (76), and the outside of the bottom member (76) is equipped with bottom installation corner brace (77), the bottom installation
Corner brace (77) is run through by screw rod, and the outside of bottom installation corner brace (77) is equipped with bottom gasket (78), the bottom gasket
(78) outside is equipped with bottom double nut (79), and the bottom double nut (79) is fixedly mounted on screw rod.
3. prefabricated overlapping side bar according to claim 1, it is characterised in that: the overlap joint groove (9) includes groove ontology
(91), first reinforces steel plate (92), the second reinforcement steel plate (93), third reinforcement steel plate (94) and clamping screw (95), described recessed
The outside of slot ontology (91) is equipped with second and reinforces steel plate (93), and the described second both ends for reinforcing steel plate (93) are locked bolt
(95) run through, the described second outside for reinforcing steel plate (93) is equipped with third and reinforces steel plate (94), and the third reinforces steel plate
(94) the both ends bolt (95) that is locked is run through, and the outside that the third reinforces steel plate (94) is equipped with first and reinforces steel plate
(92), first reinforcement steel plate (92) is fixedly mounted on third by clamping screw (95) and reinforces on steel plate (94).
4. prefabricated overlapping side bar according to claim 1, it is characterised in that: the embodiment in which top gasket (74) and bottom gasket
(78) internal hole size is not less than the diameter of screw rod.
5. a kind of preparation method of prefabricated overlapping side bar, the prefabricated overlapping side bar include composite beam (1), choose ear (2), open stirrups
Muscle (3), beam-ends steel plate (4), pre-embedded steel slab (5), beam-ends groove (6), Side fascia (7), pre-embedded bolt (8), overlap joint groove (9),
Secondary beam is gone out muscle (10) and secondary beam (11), which is characterized in that the preparation method includes: the side setting of the composite beam (1)
It chooses ear (2), U-stirrups (3) are fixedly mounted in the top of the composite beam (1), the side setting beam-ends steel plate for choosing ear (2)
(4), the beam-ends steel plate (4) is fixedly mounted on composite beam (1), other side setting pre-embedded steel slab (5) for choosing ear (2),
The pre-embedded steel slab (5) is fixedly mounted on composite beam (1), and the both ends of the composite beam (1) open up beam-ends groove (6), described
Side fascia (7) are arranged in the other side of composite beam (1), offer pre-embedded bolt (8), the pre-embedded bolt on the Side fascia (7)
(8) inside installation secondary beam goes out muscle (10), and secondary beam muscle (10) of going out is fixedly mounted on secondary beam (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910493680.8A CN110130576A (en) | 2019-06-06 | 2019-06-06 | Prefabricated overlapping side bar of one kind and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910493680.8A CN110130576A (en) | 2019-06-06 | 2019-06-06 | Prefabricated overlapping side bar of one kind and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130576A true CN110130576A (en) | 2019-08-16 |
Family
ID=67580539
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910493680.8A Pending CN110130576A (en) | 2019-06-06 | 2019-06-06 | Prefabricated overlapping side bar of one kind and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130576A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2559186A1 (en) * | 1984-02-02 | 1985-08-09 | Chevanne Michel | Prefabricated lintel-tie. |
| DE10041452A1 (en) * | 2000-08-23 | 2002-03-07 | Arbeitsgemeinschaft Mauerziege | Building for earthquake areas comprises a number of vertical walls with movement gaps |
| CN102720303A (en) * | 2012-06-15 | 2012-10-10 | 吴方伯 | Concrete composite beam |
| CN205742662U (en) * | 2015-12-28 | 2016-11-30 | 中民筑友有限公司 | Node installed by a kind of connector and Side fascia |
| CN106759935A (en) * | 2017-01-19 | 2017-05-31 | 香港华艺设计顾问(深圳)有限公司 | A kind of attachment structure of precast concrete exterior wall cladding |
| CN106836479A (en) * | 2017-03-31 | 2017-06-13 | 浙江工业大学工程设计集团有限公司 | A kind of prefabricated PC concrete frame structure |
| WO2017196191A1 (en) * | 2016-05-09 | 2017-11-16 | Bryzik Grzegorz | Floor prefabricated element |
| WO2019056717A1 (en) * | 2017-09-21 | 2019-03-28 | 中国建筑股份有限公司 | Post-tensioned prestressed assembly-style system of concrete framework and shock-resistant and energy-dissipating components, and construction method |
| CN210216911U (en) * | 2019-06-06 | 2020-03-31 | 深汕特别合作区盛腾科技工业园有限公司 | Prefabricated coincide boundary beam |
-
2019
- 2019-06-06 CN CN201910493680.8A patent/CN110130576A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2559186A1 (en) * | 1984-02-02 | 1985-08-09 | Chevanne Michel | Prefabricated lintel-tie. |
| DE10041452A1 (en) * | 2000-08-23 | 2002-03-07 | Arbeitsgemeinschaft Mauerziege | Building for earthquake areas comprises a number of vertical walls with movement gaps |
| CN102720303A (en) * | 2012-06-15 | 2012-10-10 | 吴方伯 | Concrete composite beam |
| CN205742662U (en) * | 2015-12-28 | 2016-11-30 | 中民筑友有限公司 | Node installed by a kind of connector and Side fascia |
| WO2017196191A1 (en) * | 2016-05-09 | 2017-11-16 | Bryzik Grzegorz | Floor prefabricated element |
| CN106759935A (en) * | 2017-01-19 | 2017-05-31 | 香港华艺设计顾问(深圳)有限公司 | A kind of attachment structure of precast concrete exterior wall cladding |
| CN106836479A (en) * | 2017-03-31 | 2017-06-13 | 浙江工业大学工程设计集团有限公司 | A kind of prefabricated PC concrete frame structure |
| WO2019056717A1 (en) * | 2017-09-21 | 2019-03-28 | 中国建筑股份有限公司 | Post-tensioned prestressed assembly-style system of concrete framework and shock-resistant and energy-dissipating components, and construction method |
| CN210216911U (en) * | 2019-06-06 | 2020-03-31 | 深汕特别合作区盛腾科技工业园有限公司 | Prefabricated coincide boundary beam |
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Application publication date: 20190816 |