CN110258966A - Material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement - Google Patents
Material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement Download PDFInfo
- Publication number
- CN110258966A CN110258966A CN201910651519.9A CN201910651519A CN110258966A CN 110258966 A CN110258966 A CN 110258966A CN 201910651519 A CN201910651519 A CN 201910651519A CN 110258966 A CN110258966 A CN 110258966A
- Authority
- CN
- China
- Prior art keywords
- bolted cover
- sleeve body
- positive
- resistance
- fiber reinforcement
- 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.)
- Granted
Links
- 239000000835 fiber Substances 0.000 title claims abstract description 57
- 239000000463 material Substances 0.000 title claims abstract description 57
- 210000003205 muscle Anatomy 0.000 title claims abstract description 57
- 230000002787 reinforcement Effects 0.000 title claims abstract description 53
- 239000011440 grout Substances 0.000 claims description 13
- 239000004570 mortar (masonry) Substances 0.000 abstract description 28
- 238000000605 extraction Methods 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000007711 solidification Methods 0.000 description 4
- 230000008023 solidification Effects 0.000 description 4
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Abstract
The invention discloses a kind of resistance to plucking fiber reinforcements to answer material muscle connection sleeve, including sleeve body, sleeve body axisymmetricly structure, left positive bolted cover is provided on the left of sleeve body, the right side of sleeve body is equipped with right positive bolted cover, the positive bolted cover in a left side is identical as the right positive big ting model of bolted cover, and the center of left just bolted cover and right positive bolted cover, which is run through, is provided with forward screw thread hole.Material muscle connection sleeve is answered in resistance to plucking fiber reinforcement proposed by the present invention, has a characteristic that certifiable fiber reinforcement answers material muscle and is difficult to happen torsional deflection even destruction under external force;Left inside tube wall and right wall and fiber reinforcement answer material muscle surface with stronger mechanical snap power, increase extraction-resistant behavior;It is connected using bolt cap fixing bolt, reduces the probability that fatigue rupture occurs, be maintained under limit normal use state and work;Two-way grouting preferably ensure that the density of mortar inside sleeve body, so that mortar and fiber reinforcement is answered material muscle and preferably cooperates.
Description
Technical field
The present invention relates to construction industry attachment device technical field, in particular to material muscle company is answered in a kind of resistance to plucking fiber reinforcement
Female connector cylinder.
Background technique
In recent years, it scientific and technical development and constantly brings forth new ideas and has greatly pushed the fast development of construction industry, it is existing in construction
Field carry out house assembling revolutionizes the housing construction way that tradition falls behind.With the development of building industrialization, various countries' handle is built
Build component factory prefabricating and important symbol of the assembling as modernization of the housing industry of constructing.Along with assembled architecture industry
Development possesses lightweight, high-strength, corrosion resistant, the fiber reinforcement without many good characteristics such as magnetic answer material muscle and are obtained and widely apply.
And fiber reinforcement answers the fabricated development of material muscle and brings new problem and contradiction: the connection of each assembled plate block is asked
Topic.And the overall performance superiority of fabricated construction will directly be influenced by each assembled plate block connector performance, will dominate
The development potentiality and the market space that future architecture is built.Therefore, fiber reinforcement is answered material muscle connecting component and is particularly important.
It is shown according to lot of documents, Current Domestic Wai Ge road scholar proposes steelframe attachment device different theories
And imagination, but generally there are following problems:
(1) due to the otherness of construction technology, easily cause fiber reinforcement multiple by the rigid connection that material muscle is answered in fiber reinforcement
The weakness of material muscle junction, junction safety are unable to get guarantee.
(2) it is made to generate plastic deformation by way of extruder compression steel bushing, by plastic deformation after sleeve and fibre
Dimension enhance between multiple material muscle be mutually twisted fastening force realize two fiber reinforcements answer the mode of the connection of material muscle to sleeve and
Base material has an adverse effect, and is easy to form fatigue fracture in extrusion process.
(3) unidirectional threaded connection is also easy to produce cunning after be easy to causeing the improper operation of construction personnel that fiber reinforcement is made to answer material muscle stress
De- phenomenon, so that weakness occurs in junction.
(4) since mortar and fiber reinforcement answer material muscle into face contact, material muscle is answered in fiber reinforcement when by dynamic loading
The twisting action relative to sleeve easily occurs, destroys junction.
Based on the above issues, propose that material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement.
Summary of the invention
The purpose of the present invention is to provide a kind of resistance to plucking fiber reinforcements to answer material muscle connection sleeve, has anti-torsion deformation performance
By force, it is strong to answer material muscle extraction-resistant behavior for fiber reinforcement, can keep fiber reinforcement answer material muscle work under limit normal use state and
Mortar pours density frame, and the advantages of material muscle can more preferably cooperate is answered in mortar and fiber reinforcement, to solve above-mentioned background technique
The problem of middle proposition fiber reinforcement is also easy to produce slippage after answering material muscle stress, and junction is easily destroyed under the action of twisting resistance.
To achieve the above object, the invention provides the following technical scheme: material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement,
Including sleeve body, sleeve body axisymmetricly structure is provided with left positive bolted cover, the right side of sleeve body on the left of sleeve body
Side is equipped with right positive bolted cover, and left positive bolted cover is identical as the right positive big ting model of bolted cover, left positive bolted cover and right positive bolted cover
Center through being provided with forward screw thread hole;The bottom of the left positive bolted cover and right positive bolted cover is provided with reserving hole, Zuo Zheng
The outside of the bottom reserving hole of bolted cover and right positive bolted cover is equipped with bolt cap fixing bolt, and left positive bolted cover passes through bolted cover
Cap fixing bolt is mechanically connected through reserving hole and sleeve body, and right positive bolted cover runs through preformed hole by bolt cap fixing bolt
Hole and sleeve body are mechanically connected;The left side of the sleeve body is equipped with left pulp inlet and left grout outlet;The sleeve body
Inside left is equipped with left inside tube wall, is provided with left resistance to plucking rib on the outside of left inside tube wall;The right side of the sleeve body is equipped with the right side
Pulp inlet and right grout outlet;The inner right side of the sleeve body is equipped with right wall, is provided with the right side on the outside of right wall
Resistance to plucking rib;Sleeve body center two sides are respectively arranged with left reversed bolt slot and right reverse thread slot, Zuo Fanxiang bolt slot
It is provided with square hole with the connecting pin of right reverse thread slot, Zuo Fanxiang bolt slot, which is run through with right reverse thread slot by square hole, to be linked as
One, the left side of Zuo Fanxiang bolt slot are connected with left inside tube wall, and the right side of right reverse thread slot is connected with right wall.
Preferably, the hand of spiral in the forward screw thread hole of Zuo Fanxiang bolt slot and left positive bolted cover is on the contrary, right reverse thread
Slot is opposite with the right positive hand of spiral in forward screw thread hole of bolted cover.
Preferably, left inside tube wall and right wall are all made of inner wide and outer narrow and construct in slope-type.
Preferably, left resistance to plucking rib is obliquely mounted on the outside of left inside tube wall, and right resistance to plucking rib is obliquely mounted on the right side
The outside of inner tubal wall.
Preferably, the reserving hole that left positive bolted cover and right positive bolted cover bottom open up is four, and four reserving holes are in
Rectangular arrangement, left positive bolted cover are connect through reserving hole with sleeve body left side mechanical using four bolt cap fixing bolts,
Right positive bolted cover is connect through reserving hole with sleeve body right side mechanical using four bolt cap fixing bolts.
Compared with prior art, the beneficial effects of the present invention are: material muscle is answered in a kind of resistance to plucking fiber reinforcement proposed by the present invention
Sleeve is connected, is had as follows a little:
One: setting screw thread is to the positive bolted cover in an opposite left side and left reversed bolt slot and screw thread to opposite right positive bolted cover
Guarantee that fiber reinforcement answers material muscle and is difficult to happen torsion change under external force after pouring mortar solidification with right reverse thread slot
Shape is even destroyed.
Two: cast in sleeve body left resistance to plucking rib and right resistance to plucking rib make left inner tube after pouring mortar solidification integrated molding
Wall and right wall and fiber reinforcement answer material muscle surface with stronger mechanical snap power, increase fiber reinforcement and answer material muscle resistance to plucking
Energy.
Three: left positive bolted cover and right positive bolted cover are all made of four bolt cap fixing bolts and connect with sleeve body, make fibre
Dimension, which enhances multiple material muscle, reduces the probability that fatigue rupture occurs, and so that fiber reinforcement is answered material muscle and is able to maintain in limit normal use state
Lower work.
Four: using left pulp inlet and the two-way grouting of right pulp inlet, and pressure is generated by grouting and is gone out from left grout outlet and the right side
The grouting way that mouth overflows is starched, the density of mortar inside sleeve body is preferably ensure that, mortar and fiber reinforcement is made to answer material
Muscle preferably cooperates.
Detailed description of the invention
Fig. 1 is main view of the invention;
Fig. 2 is top view of the invention;
Fig. 3 is the positive bolted cover main view in a left side of the invention;
Fig. 4 is the positive bolted cover side view in a left side of the invention.
In figure: 1, sleeve body;2, left positive bolted cover;3, right positive bolted cover;4, forward screw thread hole;5, reserving hole;6,
Bolt cap fixing bolt;7, left pulp inlet;8, left grout outlet;9, left inside tube wall;10, left resistance to plucking rib;11, right pulp inlet;12, right
Grout outlet;13, right wall;14, right resistance to plucking rib;15, Zuo Fanxiang bolt slot;16, right reverse thread slot;17, square hole.
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.
Please refer to Fig. 1-4, material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement, including sleeve body 1, sleeve body 1 are in
Axially symmetric structure, the left side of sleeve body 1 are provided with left positive bolted cover 2, and the right side of sleeve body 1 is equipped with right positive bolted cover 3, left
Positive bolted cover 2 is identical as the right positive big ting model of bolted cover 3, and the center of left just bolted cover 2 and right positive bolted cover 3, which is run through, to be provided with
Forward screw thread hole 4;The bottom of left positive bolted cover 2 and right positive bolted cover 3 is provided with reserving hole 5, left positive bolted cover 2 and right positive bolt
The outside of the bottom reserving hole 5 of lid 3 is equipped with bolt cap fixing bolt 6, and left positive bolted cover 2 is passed through by bolt cap fixing bolt 6
Reserving hole 5 and sleeve body 1 is worn to be mechanically connected, right positive bolted cover 3 by bolt cap fixing bolt 6 through reserving hole 5 with
Sleeve body 1 is mechanically connected, and the reserving hole 5 that positive 3 bottom of bolted cover of left positive bolted cover 2 and the right side opens up is four, and four reserved
Hole 5 is square arrangement, and left positive bolted cover 2 is left through reserving hole 5 and sleeve body 1 using four bolt cap fixing bolts 6
Side mechanical connection, right positive bolted cover 3 is using four bolt cap fixing bolts 6 through reserving hole 5 and 1 right side mechanical of sleeve body
Connection, is connect using bolt cap fixing bolt 6 with sleeve body 1, and so that fiber reinforcement is answered material muscle reduces generation fatigue rupture
Probability makes fiber reinforcement answer material muscle and be able to maintain and works under limit normal use state;The left side of sleeve body 1 is equipped with a left side and enters slurry
Mouth 7 and left grout outlet 8;The inside left of sleeve body 1 is equipped with left inside tube wall 9, is provided with left resistance to plucking on the outside of left inside tube wall 9
Rib 10;The right side of sleeve body 1 is equipped with right pulp inlet 11 and right grout outlet 12;The inner right side of sleeve body 1 is equipped with right
Wall 13, right resistance to plucking rib 14 is provided on the outside of right wall 13, wherein left inside tube wall 9 and right wall 13 are all made of inner width
Outer narrow in slope-type construction, left resistance to plucking rib 10 is obliquely mounted on the outside of left inside tube wall 9, and right resistance to plucking rib 14 is obliquely pacified
Mounted in the outside of right wall 13, after pouring into mortar in sleeve body 1, make left resistance to plucking rib 10, right resistance to plucking rib 14, mortar and fibre
Dimension enhances multiple material muscle surface and mechanical snap occurs, and avoids the occurrence of drawing sliding;1 center two sides of sleeve body are respectively arranged with left anti-
To bolt slot 15 and right reverse thread slot 16, the hand of spiral in the forward screw thread hole 4 of Zuo Fanxiang bolt slot 15 and left positive bolted cover 2
On the contrary, the hand of spiral in right reverse thread slot 16 and the forward screw thread hole 4 of right positive bolted cover 3 on the contrary, left reversed bolt slot 15 and
The connecting pin of right reverse thread slot 16 is provided with square hole 17, and sand filling slurry is poured in square hole 17 to by left reversed 15 He of bolt slot
The mortar that right reverse thread slot 16 pours is linked together, and the left side of Zuo Fanxiang bolt slot 15 and left inside tube wall 9 are connected, right reversed spiral shell
The right side of groove 16 and right wall 13 are connected.
Material muscle connection sleeve is answered in the resistance to plucking fiber reinforcement, answers the concrete model of material muscle for forward screw thread hole according to fiber reinforcement
4 are set as corresponding model, and the material muscle forward screw thread hole 4 for being helically threaded through left positive bolted cover 2 is answered in a fiber reinforcement,
The material muscle forward screw thread hole 4 for being helically threaded through right positive bolted cover 3 is answered into a piece fiber reinforcement, by mortar from left pulp inlet 7
The left side of sleeve body 1 is poured into, mortar pours into left reversed bolt slot 15, left inside tube wall 9, left resistance to plucking rib 10 and the sleeve at place
Intracavitary in main body 1, under the extruding force effect of the generation of lasting injection mortar, mortar is discharged from left grout outlet 8, and mortar is cooling solidifying
It sufficiently answers material muscle with the fiber reinforcement of screw-in after Gu to contact, material is answered in mortar and left inside tube wall 9, left resistance to plucking rib 10 and fiber reinforcement
Mechanical snap occurs for muscle surface, avoids the occurrence of drawing sliding, similarly, mortar is poured into the right side of sleeve body 1 from right pulp inlet 11
Side, mortar pour into intracavitary in right reverse thread slot 16, right wall 13, right resistance to plucking rib 14 and the sleeve body 1 at place, are holding
Under the extruding force effect of the generation of continuous injection mortar, mortar is discharged from right grout outlet 12, after mortar cooled and solidified sufficiently with screw-in
Fiber reinforcement answer the contact of material muscle, material muscle surface generation machine answer in mortar and right wall 13, right resistance to plucking rib 14 and fiber reinforcement
Tool occlusion avoids the occurrence of drawing sliding;By in the left reversed bolt slot 15 of the center of sleeve body 1 setting and right reverse thread slot
The hand of spiral in the forward screw thread hole 4 of 16, Zuo Fanxiang bolt slots 15 and left positive bolted cover 2 is on the contrary, right reverse thread slot 16 and the right side
The hand of spiral in the forward screw thread hole 4 of positive bolted cover 3 by screw thread on the contrary, can make fiber reinforcement answer material muscle and the hair of sleeve body 1
Raw physical contact, in the common of left positive bolted cover 2 and left reversed bolt slot 15 and right just bolted cover 3 and right reverse thread slot 16
Under effect, make structure that there is anti-torsion performance.
In conclusion material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement proposed by the present invention, have as follows a little:
One: setting screw thread is to the positive bolted cover 2 in an opposite left side and left reversed bolt slot 15 and screw thread to opposite right positive spiral shell
Stopper 3 and right reverse thread slot 16 guarantee that fiber reinforcement is answered material muscle and is difficult to happen under external force after pouring mortar solidification
Torsional deflection even destroys.
Two: cast in sleeve body 1 left resistance to plucking rib 10 and right resistance to plucking rib 14 make after pouring mortar solidification integrated molding
Left inside tube wall 9 and right wall 13 and fiber reinforcement answer material muscle surface with stronger mechanical snap power, and it is multiple to increase fiber reinforcement
Material muscle extraction-resistant behavior.
Three: left positive bolted cover 2 and right positive bolted cover 3 are all made of four bolt cap fixing bolts 6 and connect with sleeve body 1,
So that fiber reinforcement is answered material muscle reduces the probability that fatigue rupture occurs, and so that fiber reinforcement is answered material muscle and is able to maintain in limit normal use
It works under state.
Four: use left pulp inlet 7 and the two-way grouting of right pulp inlet 11, and by grouting generate pressure from left grout outlet 8 and
The grouting way that right grout outlet 12 overflows, preferably ensure that the density of 1 inside mortar of sleeve body, increase mortar and fiber
Qiang Fucai muscle preferably cooperates.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (5)
1. material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement, which is characterized in that including sleeve body (1), sleeve body (1) is in
Axially symmetric structure, left positive bolted cover (2) is provided on the left of sleeve body (1), and the right side of sleeve body (1) is equipped with right positive bolt
It covers (3), left positive bolted cover (2) is identical as the right positive big ting model of bolted cover (3), left positive bolted cover (2) He Youzheng bolted cover (3)
Center through being provided with forward screw thread hole (4);The bottom of left positive bolted cover (2) the He Youzheng bolted cover (3) is provided with reserved
The outside of hole (5), the bottom reserving hole (5) of left positive bolted cover (2) He Youzheng bolted cover (3) is equipped with bolt cap fixing bolt
(6), left positive bolted cover (2) is mechanically connected by bolt cap fixing bolt (6) through reserving hole (5) and sleeve body (1), right
Positive bolted cover (3) is mechanically connected by bolt cap fixing bolt (6) through reserving hole (5) and sleeve body (1);The sleeve
The left side of main body (1) is equipped with left pulp inlet (7) and left grout outlet (8);The inside left of the sleeve body (1) is equipped with left inner tube
Wall (9) is provided with left resistance to plucking rib (10) on the outside of left inside tube wall (9);The right side of the sleeve body (1) is equipped with right pulp inlet
(11) and right grout outlet (12);The inner right side of the sleeve body (1) is equipped with right wall (13), outside right wall (13)
Right resistance to plucking rib (14) is provided on side;Sleeve body (1) the center two sides are respectively arranged with left reversed bolt slot (15) and the right side
The connecting pin of reverse thread slot (16), Zuo Fanxiang bolt slot (15) and right reverse thread slot (16) is provided with square hole (17), left anti-
Run through to bolt slot (15) with right reverse thread slot (16) by square hole (17) and is linked together, a left side for Zuo Fanxiang bolt slot (15)
Side and left inside tube wall (9) are connected, and the right side and right wall (13) of right reverse thread slot (16) are connected.
2. material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement as described in claim 1, it is characterised in that: the reversed spiral shell in a left side
The hand of spiral in the forward screw thread hole (4) of croze (15) and left positive bolted cover (2) is on the contrary, right reverse thread slot (16) and right positive spiral shell
The hand of spiral in the forward screw thread hole (4) of stopper (3) is opposite.
3. material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement as described in claim 1, it is characterised in that: the left inside tube wall
(9) it is all made of inner wide and outer narrow with right wall (13) and is constructed in slope-type.
4. material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement as described in claim 1, it is characterised in that: the left resistance to plucking rib
(10) it is obliquely mounted on the outside of left inside tube wall (9), right resistance to plucking rib (14) is obliquely mounted on right wall (13)
Outside.
5. material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement as described in claim 1, it is characterised in that: the positive bolt in a left side
The reserving hole (5) that opens up of lid (2) He Youzheng bolted cover (3) bottom is four, and four reserving holes (5) are square arrangement, a left side
Positive bolted cover (2) is connect through reserving hole (5) with sleeve body (1) left side mechanical using four bolt cap fixing bolts (6),
Right positive bolted cover (3) is connected using four bolt cap fixing bolts (6) through reserving hole (5) and sleeve body (1) right side mechanical
It connects.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910651519.9A CN110258966B (en) | 2019-07-18 | Anti-pulling fiber reinforced composite bar connecting sleeve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910651519.9A CN110258966B (en) | 2019-07-18 | Anti-pulling fiber reinforced composite bar connecting sleeve |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110258966A true CN110258966A (en) | 2019-09-20 |
CN110258966B CN110258966B (en) | 2024-04-26 |
Family
ID=
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113338545A (en) * | 2021-06-29 | 2021-09-03 | 扬州大学 | FRP rib connecting device and connecting method thereof |
Citations (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09273952A (en) * | 1996-04-04 | 1997-10-21 | Akitoshi Kitano | Volumetric flow meter |
KR20020059960A (en) * | 2001-01-09 | 2002-07-16 | 심창수 | Precasted Concrete using a Fiber Reinforced Concrete and method for construction |
JP2002256655A (en) * | 2001-03-01 | 2002-09-11 | Tokyo Tekko Co Ltd | Device and sleeve for coupling reinforcing bar |
KR20060042766A (en) * | 2004-11-10 | 2006-05-15 | 주식회사부원비엠에스 | Mortar charging type reinforced coupling |
WO2007084300A1 (en) * | 2006-01-13 | 2007-07-26 | Erico International Corporation | Reinforcing bar splice with threaded collars |
KR20100090550A (en) * | 2009-02-06 | 2010-08-16 | 장영미 | Connecting apparatus and connecting method of precast concrete elements and precast concrete element comprising the connecting apparatus |
KR20110027482A (en) * | 2009-09-10 | 2011-03-16 | 대림산업 주식회사 | Sleeve for anchorage of continuity reinforcing bar in precast concrete structural wall |
KR20140026693A (en) * | 2012-08-23 | 2014-03-06 | 한양대학교 에리카산학협력단 | Sleeve for precast concrete and conneting method by the same |
CN104652712A (en) * | 2015-02-12 | 2015-05-27 | 同济大学 | Epoxy resin connecting sleeve |
KR101544111B1 (en) * | 2015-03-11 | 2015-08-12 | (주)에스알텍 | Fiber Reinforced Steel Frame Connector |
CN205576723U (en) * | 2016-02-15 | 2016-09-14 | 上海应用技术学院 | Adoption is excelled in prefabrication of fibre mortar and bellows joint and is assembled pier |
CN105951984A (en) * | 2016-05-24 | 2016-09-21 | 东南大学 | High-ductility assembled integral type frame exterior joint connection structure and construction method thereof |
CN106812258A (en) * | 2016-12-29 | 2017-06-09 | 合肥工业大学 | A kind of full grout sleeves of GFRP |
CN108360753A (en) * | 2018-02-01 | 2018-08-03 | 中国十七冶集团有限公司 | A kind of node connecting structure of fabricated shear wall |
CN109057170A (en) * | 2018-09-26 | 2018-12-21 | 湖南大学 | A kind of fibre reinforced composites linked system and implementation method based on cement base cementing medium |
CN109403469A (en) * | 2018-12-08 | 2019-03-01 | 江苏宇翔建设发展集团有限公司 | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure |
CN109838040A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of material muscle connector and connection method again |
KR20190073314A (en) * | 2019-06-07 | 2019-06-26 | 팔미금속공업주식회사 | Sleeve for joining steel bars |
CN210421647U (en) * | 2019-07-18 | 2020-04-28 | 西南科技大学 | Anti-pulling fiber reinforced composite bar connecting sleeve |
Patent Citations (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09273952A (en) * | 1996-04-04 | 1997-10-21 | Akitoshi Kitano | Volumetric flow meter |
KR20020059960A (en) * | 2001-01-09 | 2002-07-16 | 심창수 | Precasted Concrete using a Fiber Reinforced Concrete and method for construction |
JP2002256655A (en) * | 2001-03-01 | 2002-09-11 | Tokyo Tekko Co Ltd | Device and sleeve for coupling reinforcing bar |
KR20060042766A (en) * | 2004-11-10 | 2006-05-15 | 주식회사부원비엠에스 | Mortar charging type reinforced coupling |
WO2007084300A1 (en) * | 2006-01-13 | 2007-07-26 | Erico International Corporation | Reinforcing bar splice with threaded collars |
KR20100090550A (en) * | 2009-02-06 | 2010-08-16 | 장영미 | Connecting apparatus and connecting method of precast concrete elements and precast concrete element comprising the connecting apparatus |
KR20110027482A (en) * | 2009-09-10 | 2011-03-16 | 대림산업 주식회사 | Sleeve for anchorage of continuity reinforcing bar in precast concrete structural wall |
KR20140026693A (en) * | 2012-08-23 | 2014-03-06 | 한양대학교 에리카산학협력단 | Sleeve for precast concrete and conneting method by the same |
CN104652712A (en) * | 2015-02-12 | 2015-05-27 | 同济大学 | Epoxy resin connecting sleeve |
KR101544111B1 (en) * | 2015-03-11 | 2015-08-12 | (주)에스알텍 | Fiber Reinforced Steel Frame Connector |
CN205576723U (en) * | 2016-02-15 | 2016-09-14 | 上海应用技术学院 | Adoption is excelled in prefabrication of fibre mortar and bellows joint and is assembled pier |
CN105951984A (en) * | 2016-05-24 | 2016-09-21 | 东南大学 | High-ductility assembled integral type frame exterior joint connection structure and construction method thereof |
CN106812258A (en) * | 2016-12-29 | 2017-06-09 | 合肥工业大学 | A kind of full grout sleeves of GFRP |
CN108360753A (en) * | 2018-02-01 | 2018-08-03 | 中国十七冶集团有限公司 | A kind of node connecting structure of fabricated shear wall |
CN109057170A (en) * | 2018-09-26 | 2018-12-21 | 湖南大学 | A kind of fibre reinforced composites linked system and implementation method based on cement base cementing medium |
CN109403469A (en) * | 2018-12-08 | 2019-03-01 | 江苏宇翔建设发展集团有限公司 | Steel Reinforced Concrete Beam-column Joints steel construction reinforced structure |
CN109838040A (en) * | 2019-01-11 | 2019-06-04 | 东南大学 | A kind of material muscle connector and connection method again |
KR20190073314A (en) * | 2019-06-07 | 2019-06-26 | 팔미금속공업주식회사 | Sleeve for joining steel bars |
CN210421647U (en) * | 2019-07-18 | 2020-04-28 | 西南科技大学 | Anti-pulling fiber reinforced composite bar connecting sleeve |
Non-Patent Citations (1)
Title |
---|
张希黔;: "创新技术在建筑施工中的应用(3)", 施工技术, no. 12, 18 December 2008 (2008-12-18) * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113338545A (en) * | 2021-06-29 | 2021-09-03 | 扬州大学 | FRP rib connecting device and connecting method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN210263647U (en) | A grout sleeve for steel bar connection | |
CN103758291B (en) | A kind of shearing enhancement mode half grout sleeve | |
CN201347588Y (en) | Universal hinged joint structure for building | |
CN203475703U (en) | Semi-grouting type steel bar connector | |
CN110258966A (en) | Material muscle connection sleeve is answered in a kind of resistance to plucking fiber reinforcement | |
CN107060219A (en) | A kind of steel concrete supporting structure and method | |
CN203701435U (en) | Composite connection joint for grouting connection and compression connection | |
CN209568619U (en) | Multi-functional grout sleeve | |
CN208981527U (en) | Assembly concrete connection structure | |
CN104533022A (en) | Reinforcement sleeve and template connecting structure | |
CN205804771U (en) | A kind of reinforcing bar grout sleeve | |
CN209891561U (en) | Composite bar connector | |
CN217501040U (en) | Disassembly-free integrated cavity structure of reinforced concrete column cage mold prefabricated part | |
CN210421647U (en) | Anti-pulling fiber reinforced composite bar connecting sleeve | |
CN210106671U (en) | Shunt valve for shower | |
CN211341185U (en) | Prefabricated reinforced concrete structure node | |
CN213837066U (en) | Anti-seismic fabricated building structure | |
CN115522687A (en) | Novel half grout muffjoint spare | |
CN210552453U (en) | Mould of locomotive electric door lock | |
CN210152074U (en) | Improved grouting sleeve | |
CN209163225U (en) | A kind of grout sleeve | |
CN110258966B (en) | Anti-pulling fiber reinforced composite bar connecting sleeve | |
CN210880155U (en) | Reinforced assembly type building forming die | |
CN208415493U (en) | A kind of precast concrete, precast concrete wall panel and prefabricated buildings | |
CN206098273U (en) | Gu seal utmost point post and casting mold thereof |
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 | ||
GR01 | Patent grant |