CN107268802A - Prefabricated member - Google Patents
Prefabricated member Download PDFInfo
- Publication number
- CN107268802A CN107268802A CN201710526500.2A CN201710526500A CN107268802A CN 107268802 A CN107268802 A CN 107268802A CN 201710526500 A CN201710526500 A CN 201710526500A CN 107268802 A CN107268802 A CN 107268802A
- Authority
- CN
- China
- Prior art keywords
- vertical muscle
- semi
- prefabricated member
- upper semi
- lower semi
- 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
- 210000003205 muscle Anatomy 0.000 claims abstract description 42
- 229920001971 elastomer Polymers 0.000 claims abstract description 19
- 239000000806 elastomer Substances 0.000 claims abstract description 19
- 238000004873 anchoring Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 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
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of prefabricated member, the fabricated construction anti-seismic performance is good and outer surface breaking resistance is lifted, and its drip irrigation device is, main body;Described main body includes upper semi-body and lower semi-body;Vertical muscle, described vertical muscle one end is fixedly connected with upper semi-body and the other end is slidably connected with lower semi-body;Elastic parts, described elastic parts includes cushion and elastomer, described cushion is located between upper semi-body and lower semi-body, described elastomer is located between lower semi-body and vertical muscle, prefabricated member is by inside provided with vertical muscle, fixation is attached by vertical muscle, especially one end is fixedly connected, good position limiting structure can be formed, and carry out coordinating realization to carry out elastic stress structure by internal structure by vertical muscle and elastic parts, upper semi-body and lower half physical efficiency carry out a certain degree of displacement after stress, not only it is avoided that wallboard outer surface stress, and with good anti-seismic performance.
Description
Technical field
The present invention relates to prefabricated member.
Background technology
In the case where national policy is supported to promote, prefabricated construction is by the main trend as future architecture.And prefabricated component
Between connection be an important part in prefabricated construction.Traditional prefabricated component connection, be directly part is passed through it is recessed
Groove connection is cast-in-place, or by reinforcing bar colligation together, uses concrete one-piece casting, prefabricated component is linked to be entirety.Traditional does
Method has the disadvantage that:Due to being integral cast-in-situ, in stress, power is directly integrally undertaken by prefabricated component, and prefabricated component outer surface is same
Shi Shouli, easily triggers outer surface problems of crack, and can trigger prefabricated component stress deformation, poor seismic behavior.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of prefabricated member, the fabricated construction anti-seismic performance it is good and
Outer surface breaking resistance lifting.
The technical solution of the present invention is to provide a kind of prefabricated member with following structure, including:
Main body;Described main body includes upper semi-body and lower semi-body;
Vertical muscle, described vertical muscle one end is fixedly connected with upper semi-body and the other end is slidably connected with lower semi-body;
Elastic parts, described elastic parts includes cushion and elastomer, and described cushion is located at upper semi-body and lower semi-body
Between, described elastomer is located between lower semi-body and vertical muscle.
It is preferred that, described lower semi-body is provided with built-in fitting, and described built-in fitting is provided with the through hole being slidably matched with vertical muscle.
It is preferred that, described built-in fitting is provided with the cavity connected with through hole, and described elastomer is arranged in cavity, described
Elastomer and vertical muscle contradict.
It is preferred that, described vertical muscle is threaded with the anchoring termination being slidably connected with cavity, described anchoring termination with
Through hole axial limiting, described cavity includes cavity main body and the lid with cavity main body screw thread.
It is preferred that, sleeve is provided with described upper semi-body, described sleeve is fixedly connected with vertical muscle end.
It is preferred that, described sleeve is provided with grouting mouth, and described upper semi-body is provided with the grouting through hole connected with grouting mouth.
It is preferred that, described upper semi-body is equipped with the tie point for fixing reinforcing plate with lower semi-body.
It is preferred that, described upper semi-body and lower semi-body at least one be provided with lifting part.
It is preferred that, described inside is provided with heat-insulation layer.
After above structure, prefabricated member of the invention, compared with prior art, with advantages below:Assembled
Component, provided with vertical muscle, is attached fixation, especially one end by vertical muscle and is fixedly connected, can formed well by inside
Position limiting structure, and carry out coordinating realization to be carried out on after elastic stress structure, stress by internal structure by vertical muscle and elastic parts
Halfbody and lower half physical efficiency carry out a certain degree of displacement, are not only avoided that wallboard outer surface stress, and with good shock resistance
Energy.
Brief description of the drawings
Fig. 1 is the structural representation of the prefabricated member of the present invention.
Fig. 2 is the partial cross structural representation of the prefabricated member of the present invention.
Fig. 3 is the exploded perspective view of the built-in fitting of the present invention.
Shown in figure:1st, upper semi-body;2nd, lower semi-body;3rd, muscle is indulged;4th, cushion;5th, elastomer;6th, built-in fitting;61st, through hole;
62nd, cavity;7th, termination is anchored;8th, sleeve;9th, tie point.
Embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Refer to shown in Fig. 1, Fig. 2 and Fig. 3, prefabricated member of the invention, including:
Main body;Described main body includes upper semi-body 1 and lower semi-body 2;
Vertical muscle 3, described one end of vertical muscle 3 is fixedly connected with upper semi-body 1 and the other end is slidably connected with lower semi-body 2;
Elastic parts, described elastic parts includes cushion 4 and elastomer 5, and described cushion 4 is located at upper semi-body 1 with
Between halfbody 2, described elastomer 5 is located between lower semi-body 2 and vertical muscle 3.
Prefabricated member, provided with vertical muscle 3, is attached fixation, especially one end by vertical muscle 3 and is fixed by inside
Connection, can form good position limiting structure, and coordinate realization to carry out elasticity by internal structure by vertical muscle 3 and elastic parts progress
Upper semi-body 1 and lower semi-body 2 can carry out a certain degree of displacement after force structure, stress, not only be avoided that wallboard outer surface stress,
And with good anti-seismic performance.
Described lower semi-body 2 is provided with built-in fitting 6, and described built-in fitting 6 is provided with the through hole 61 being slidably matched with vertical muscle 3, led to
Cross built-in fitting 6 and realize a complete interference-free sliding space, and due to being slidably connected, radially spacing structure can be formed,
Ensure the positioning of upper semi-body 1 and lower semi-body 2, pass through the installation of vertical direction.Installation is that vertical muscle 3 first is arranged on into lower semi-body 2
In built-in fitting 6, then poured into a mould and fixed built-in fitting 6, indulged 3 one sections of protrusions of muscle outside lower semi-body 2, set in described upper semi-body 1
There is sleeve 8, the part for afterwards protruding vertical muscle 3 outside lower semi-body 2 is plugged into sleeve 8, passes through the grouting on sleeve 8 afterwards
The grouting through hole 61 connected in mouth, upper semi-body 1 with grouting mouth is in the milk, and is consolidated vertical muscle 3 is protruded into the part outside lower semi-body 2
It is scheduled in sleeve 8, realizes the fixation of upper semi-body 1 and lower semi-body 2.
Described built-in fitting 6 is provided with the cavity 62 connected with through hole 61, and described elastomer 5 is arranged in cavity 62, institute
The elastomer 5 stated is contradicted with vertical muscle 3, and elastomer 5 is moved and sets for vertical muscle 3 by cavity 62, due to elastomer 5 directly with
Vertical muscle 3 is fixed, first that the position progress of the vertical vertical direction of muscle 3 is spacing, facilitates subsequent installation, and support vertical by elastomer 5
Muscle 3, can form preferably elastic support structure, and described vertical muscle 3 is threaded with the anchoring termination being slidably connected with cavity 62
7, described anchoring termination 7 and the axial limiting of through hole 61 can greatly increase overall axial strength, and described cavity 62 includes chamber
Main body and the lid with cavity main body screw thread, convenient to set elastomer 5, anchoring termination 7 is threadedly coupled with vertical muscle 3, easy for installation.
At least one is provided with lifting part for described upper semi-body 1 and lower semi-body 2, convenient to lift, described upper semi-body 1 and lower half
Body 2 is equipped with the tie point 9 for fixing reinforcing plate, i.e., the reinforcing plate such as first welding steel when lifting, reinforcement structure is strong
Degree, is dismantled after the completion of lifting, reduces the damage rate in hoisting process.Described inside is provided with heat-insulation layer, composite construction energy
Increase heat-insulating property.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (9)
1. a kind of prefabricated member, including:
Main body;Described main body includes upper semi-body(1)And lower semi-body(2);
Vertical muscle(3), described vertical muscle(3)One end and upper semi-body(1)It is fixedly connected and the other end and lower semi-body(2)It is slidably connected;
Elastic parts, described elastic parts includes cushion(4)And elastomer(5), described cushion(4)Positioned at upper semi-body
(1)With lower semi-body(2)Between, described elastomer(5)Positioned at lower semi-body(2)Between vertical muscle.
2. prefabricated member according to claim 1, it is characterised in that:Described lower semi-body(2)Provided with built-in fitting(6),
Described built-in fitting(6)Provided with vertical muscle(3)The through hole being slidably matched(61).
3. prefabricated member according to claim 2, it is characterised in that:Described built-in fitting(6)It is provided with and through hole(61)
The cavity of connection(62), described elastomer(5)It is arranged at cavity(62)Interior, described elastomer(5)With vertical muscle(3)Contradict.
4. prefabricated member according to claim 3, it is characterised in that:Described vertical muscle(3)It is threaded with and cavity
The anchoring termination being slidably connected(7), described anchoring termination(7)With through hole(61)Axial limiting, described cavity(62)Including
Cavity main body and the lid with cavity main body screw thread.
5. prefabricated member according to claim 1, it is characterised in that:Described upper semi-body(1)It is interior to be provided with sleeve(8),
Described sleeve(8)With vertical muscle(3)End is fixedly connected.
6. prefabricated member according to claim 5, it is characterised in that:Described sleeve(8)It is described provided with grouting mouth
Upper semi-body(1)Provided with the grouting through hole connected with grouting mouth.
7. prefabricated member according to claim 1, it is characterised in that:Described upper semi-body(1)With lower semi-body(2)It is all provided with
There is the tie point for fixing reinforcing plate(9).
8. prefabricated member according to claim 1, it is characterised in that:Described upper semi-body(1)With lower semi-body(2)At least
One is provided with lifting part.
9. prefabricated member according to claim 1, it is characterised in that:Described inside is provided with heat-insulation layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710526500.2A CN107268802A (en) | 2017-06-30 | 2017-06-30 | Prefabricated member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710526500.2A CN107268802A (en) | 2017-06-30 | 2017-06-30 | Prefabricated member |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107268802A true CN107268802A (en) | 2017-10-20 |
Family
ID=60071146
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710526500.2A Pending CN107268802A (en) | 2017-06-30 | 2017-06-30 | Prefabricated member |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107268802A (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09217423A (en) * | 1996-02-14 | 1997-08-19 | Nitta Ind Corp | Construction of vertical vibration isolation for housing |
JP2002364071A (en) * | 2001-06-11 | 2002-12-18 | Kaoru Taneichi | Column mounting hardware |
KR20120111204A (en) * | 2011-03-31 | 2012-10-10 | 박왕규 | Connection type outer structure of outer wall for building |
CN103510624A (en) * | 2012-06-21 | 2014-01-15 | 华锐风电科技(集团)股份有限公司 | Anchor bolt anchoring device and construction method of anchor bolt anchoring device |
CN104631616A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swinging wall assembly connected in sleeve mode |
CN205530696U (en) * | 2016-01-27 | 2016-08-31 | 陈菊芳 | Building engineering connecting piece of combatting earthquake |
JP2017066776A (en) * | 2015-09-30 | 2017-04-06 | ジオスター株式会社 | Earthquake-proof joint structure |
CN207194167U (en) * | 2017-06-30 | 2018-04-06 | 宁波普利凯建筑科技有限公司 | Prefabricated member |
-
2017
- 2017-06-30 CN CN201710526500.2A patent/CN107268802A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09217423A (en) * | 1996-02-14 | 1997-08-19 | Nitta Ind Corp | Construction of vertical vibration isolation for housing |
JP2002364071A (en) * | 2001-06-11 | 2002-12-18 | Kaoru Taneichi | Column mounting hardware |
KR20120111204A (en) * | 2011-03-31 | 2012-10-10 | 박왕규 | Connection type outer structure of outer wall for building |
CN103510624A (en) * | 2012-06-21 | 2014-01-15 | 华锐风电科技(集团)股份有限公司 | Anchor bolt anchoring device and construction method of anchor bolt anchoring device |
CN104631616A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swinging wall assembly connected in sleeve mode |
JP2017066776A (en) * | 2015-09-30 | 2017-04-06 | ジオスター株式会社 | Earthquake-proof joint structure |
CN205530696U (en) * | 2016-01-27 | 2016-08-31 | 陈菊芳 | Building engineering connecting piece of combatting earthquake |
CN207194167U (en) * | 2017-06-30 | 2018-04-06 | 宁波普利凯建筑科技有限公司 | Prefabricated member |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201217847Y (en) | Plug-in type preformed hole grouting reinforcement lapping connection component | |
CN204238248U (en) | A kind of pin-connected panel Prefabricated Concrete well | |
CN201762717U (en) | Structure for connecting prestressed pipe pile and cushion cap | |
CN207714499U (en) | A kind of Precast Concrete Frame with cantilever shoulder | |
CN207194167U (en) | Prefabricated member | |
CN103114585A (en) | Prestressed prefabricated pile tip structure | |
CN102345292B (en) | A kind of composite prestressed uplift pile with enlarged footing | |
CN102071775A (en) | Insertion prepared hole venting reinforcing steel bar lap joint structure fabricated construction method | |
CN203321054U (en) | Tower of wind turbine generator | |
CN202090336U (en) | Spirally-proceeding type steel tube concrete pile | |
AU2020273364B2 (en) | A new type of mining rooting-anchoring double-layer shaft lining | |
CN109024654A (en) | A kind of structure and its construction method of pile foundation of bridge pier | |
CN107268802A (en) | Prefabricated member | |
CN202194130U (en) | Compound pre-stressed anti-pulling pile with enlarged head | |
CN209144853U (en) | A kind of structure of pile foundation of bridge pier | |
CN110485457A (en) | A kind of screw thread rod iron and presstressed reinforcing steel connector and its construction method for connection | |
CN203296382U (en) | Spherical filling body for reinforced concrete hollow component | |
CN206844396U (en) | Assembled beam, wall panel assembly | |
CN201746830U (en) | Long screw bored concrete pile post-inserted cage tool | |
CN102071677A (en) | Fully prestressed concrete solidly hammered picket-free square pile | |
CN202577307U (en) | Post grouting device of pile foundation | |
CN211396722U (en) | Shoulder beam type reinforcing structure | |
CN203452440U (en) | Pre-stress concrete rod section with two ends connected by inner flanges | |
CN203270561U (en) | Uplift prestressed tubular pile | |
CN206859507U (en) | Elastic stress structure in wallboard |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171020 |