CN109440925A - A kind of prefabricated concrete structure node connection prefabricated component and its connection type - Google Patents
A kind of prefabricated concrete structure node connection prefabricated component and its connection type Download PDFInfo
- Publication number
- CN109440925A CN109440925A CN201811532514.6A CN201811532514A CN109440925A CN 109440925 A CN109440925 A CN 109440925A CN 201811532514 A CN201811532514 A CN 201811532514A CN 109440925 A CN109440925 A CN 109440925A
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- China
- Prior art keywords
- prefabricated
- truncated cylinder
- vertical muscle
- reserved
- connection
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Classifications
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- 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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention provides a kind of prefabricated concrete structure nodes to connect prefabricated component, including prefabricated upper truncated cylinder, prefabricated lower truncated cylinder, prefabricated upper truncated cylinder is equipped with through its length direction and stretches out several reserved vertical muscle of its lower end surface, prefabricated lower truncated cylinder is equipped with through its length direction and stretches out several lower reserved vertical muscle of end face thereon, it is characterized in that, lower reserved vertical muscle end is machined with external screw thread, and upper reserved vertical muscle, lower reserved vertical muscle are connected with half grouting formula splice and be located between prefabricated upper truncated cylinder, prefabricated lower truncated cylinder by Vertical bar connection.The present invention also provides a kind of prefabricated concrete structure node connection types.Upper reserved vertical muscle is connected with lower reserved vertical muscle with half grouting formula splice by Vertical bar connection in the present invention, on the one hand it avoids former connection sleeve and is located at concrete plastic hinge level of breakage big situation when causing to shake due to ductility inconsistent, still further aspect can guarantee that slurry is filled.
Description
Technical field
The invention belongs to building engineering field more particularly to a kind of prefabricated concrete structure node connection prefabricated component and its
Connection type.
Background technique
The node linked vector graph between concrete column and column mainly has sleeve connection and slurry anchor connection, existing sleeve at present
When connection, reinforced bar sleeve grouting connector is required to that grouting mouth and grout outlet is arranged in reinforced bar sleeve side wall, but since it is entirely poured
It infuses in precast concrete, is in the milk by exposing the grout pipe outside precast concrete, one side sleeve is cast in mixed
At solidifying earth pillar plastic hinge, since the ductility of sleeve and concrete is different, when vibration, which is easy to concentrate at sleeve both ends, is destroyed, separately
One side grouting quality causes grouting quality to decline vulnerable to the influence of the factors such as execute-in-place environment, can not detect in reinforced bar sleeve
Whether grouting material is filled, and causes the bonding strength of two in reinforced bar sleeve connection reinforcing bars not can guarantee, is further improved.
The mass for starching anchor node depends on the operation level of field worker, and quality of connection can not be verified one by one.
Summary of the invention
Goal of the invention: in view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to provide a kind of prefabricated concrete structure
Node connects prefabricated component.
The present invention also provides a kind of prefabricated concrete structure joint connecting methods.
The innovation of the invention consists in that the case where slurry can not be filled can be prevented, do not set at concrete column plastic hinge
Sleeve is set, it is more preferable to connect reliable anti-seismic performance.
Technical solution: in order to achieve the above object of the invention, the present invention is specifically achieved like this: a kind of assembled is mixed
Xtah Crude Clay structure node connects prefabricated component, including prefabricated upper truncated cylinder, prefabricated lower truncated cylinder, and prefabricated upper truncated cylinder, which is equipped with, runs through its length side
To and stretch out several reserved vertical muscle of its lower end surface, prefabricated lower truncated cylinder is equipped with through its length direction and stretches out end face thereon
Several lower reserved vertical muscle, lower reserved vertical muscle end is machined with external screw thread, and lower reserved vertical muscle end is machined with external screw thread, vertical steel
Upper reserved vertical muscle, lower reserved muscle of indulging are connected and are located at prefabricated upper truncated cylinder, lower section prefabricated with half grouting formula splice by muscle connection
Intercolumniation.Original connection sleeve is arranged at the plastic hinge of prefabricated upper truncated cylinder lower end, due to connection sleeve and prefabricated upper truncated cylinder ductility
Difference, cause easily to concentrate rupture from connection sleeve both ends when vibration, and now by half grouting formula steel of Vertical bar connection
Muscle connector is placed between prefabricated upper truncated cylinder and prefabricated lower truncated cylinder that not only quality of connection is good and shock resistance is more excellent.
Further, the Vertical bar connection includes connection sleeve, nipple, connector sleeve with half grouting formula splice
Cylinder inner wall is elongated to be machined with internal screw thread, and connection sleeve lower end is screwed on nipple, and nipple includes matrix, and matrix one end outer surface adds
Work has external screw thread, matrix other end machining internal thread hole, and nipple external screw thread is screwed on sleeve lower end internal screw thread is connect, internal screw thread
The external screw thread of hole and lower reserved vertical muscle end processing is screwed on fastening, and upper reserved vertical muscle is from connecting sleeve after being in the milk in connection sleeve
Upper end insertion.Cancel grouting mouth and grout outlet, and the structure that one end uses spiral to be screwed on, the other end uses grouting way,
It is tightly connected in sleeve and first fills material filling slurry, be then inserted into upper reserved vertical muscle from connection sleeve upper end, to guarantee that slurry fills
It is full, guarantee bonding strength.
Further, the prefabricated upper truncated cylinder is provided along its length through-hole.It can be incited somebody to action in hoisting prefabricated upper truncated cylinder
It passes through and is lifted in through-hole in rope, it is easy to operate.
Further, the through-hole is located at the center of prefabricated upper truncated cylinder, and through-hole is circular through hole and lower port is horn mouth.
When cast in situs, concreting face is not necessarily in same level, in order to guarantee that all prefabricated upper truncated cylinders are located at same water
It in plane, can adjust and stitch there are piece between prefabricated upper truncated cylinder and concreting face, is filled from grouting mouth in the prior art
Enter and fill piece, side pours into can be there are gap, so that bonding strength reduces.Slurry is now poured into out of top through-hole, under through-hole
End is horn mouth, so that slurry, which fills up, can preferably fill up edge joint position, bonding strength is stronger.
Further, further include two sections of Prefabricated superposed beams, two sections of Prefabricated superposed beams and prefabricated upper truncated cylinder, prefabricated lower truncated cylinder it
Between form node area, two sections of Prefabricated superposed beams are equipped with through its length direction and stretch out the reserved vertical muscle of level of its both ends of the surface,
The reserved vertical muscle of level between two sections of Prefabricated superposed beams is connected by reinforcing steel bar connecting sleeve tube.
A kind of prefabricated concrete structure node connection type, comprising the following steps:
(1) after prefabricated lower truncated cylinder, two sections of Prefabricated superposed beam splicings, spliced node area is filled up with concreting；
(2) several Vertical bar connections are screwed in half grouting formula splice stretch out prefabricated lower truncated cylinder upper surface it is several under
On reserved vertical muscle；
(3) prefabricated upper truncated cylinder is lifted on to the surface of prefabricated lower truncated cylinder, then is connect in Vertical bar connection with half grouting formula reinforcing bar
It is in the milk in the connection sleeve of head, several reserved vertical muscle insertion connections of prefabricated upper truncated cylinder lower end surface will be stretched out after grouting is full
In sleeve, make on the basis of the distance on ground when in upper reserved vertical muscle insertion connection sleeve according to prefabricated upper truncated cylinder upper surface
Prefabricated upper truncated cylinder lower end surface and concreting face form 1-4cm piece；
(4) piece surrounding is blocked with mortar, then be in the milk above through-hole, slurry terminates when overflowing from through-hole.
Beneficial effects of the present invention: compared with traditional technology, the present invention has the advantage that
1, upper reserved vertical muscle is connected with lower reserved vertical muscle with half grouting formula splice by Vertical bar connection in the present invention,
On the one hand it avoids former connection sleeve and is located at concrete plastic hinge level of breakage when causing to shake due to ductility inconsistent
Big situation, still further aspect can guarantee that slurry is filled；
2, it is convenient on the one hand to be lifted in the present invention by the through-hole on prefabricated upper truncated cylinder, on the other hand can effectively fill up spelling
Seam guarantees bonding strength；
3, installation difficulty is enormously simplified in the present invention, longitudinally connected length is adjustable.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment 1.
Fig. 2 is the Vertical bar connection schematic diagram that formula splice internal thread hole is blind hole that is partly in the milk.
Fig. 3 is the Vertical bar connection schematic diagram that formula splice internal thread hole is through-hole that is partly in the milk.
Specific embodiment
Embodiment 1: as shown in Figure 1, 2, a kind of assembly concrete vertically vertical muscle connects prefabricated component, including it is prefabricated on
Truncated cylinder 1, prefabricated lower truncated cylinder 2, further include Prefabricated superposed beam 5, and Prefabricated superposed beam 5 is divided to two sections, two sections of Prefabricated superposed beams 5 and it is prefabricated on
Node area 4 is formed between truncated cylinder 1, prefabricated lower truncated cylinder 2, two sections of Prefabricated superposed beams 5 are equipped with through its length direction and stretch out it
The level of both ends of the surface is reserved to indulge muscle 5.1, and the reserved vertical muscle 5.1 of the level between two sections of Prefabricated superposed beams passes through reinforcing steel bar connecting sleeve tube 6
Connection, when connection can select for reinforcing steel bar connecting sleeve tube 6 to be arranged according to the actual situation to be connected in prefabricated upper truncated cylinder 1, prefabricated lower truncated cylinder 2
It connects in area or outside bonding pad.Prefabricated upper truncated cylinder 1 is equipped with through its length direction and stretches out the several reserved vertical of its lower end surface
Muscle 1.1, prefabricated lower truncated cylinder 2 is equipped with through its length direction and stretches out several lower reserved vertical muscle 2.1 of end face thereon, lower reserved
Vertical 2.1 end of muscle is machined with external screw thread, several Vertical bar connections with reserved in the half grouting connection of formula splice 3 vertical muscle 1.1,
It is lower to reserve vertical muscle 2.1 and between prefabricated upper truncated cylinder 1, prefabricated lower truncated cylinder 2.Half grouting formula splice 3 of Vertical bar connection
Including connecting sleeve 3.1, nipple 3.2, connection 3.1 inner wall of sleeve is elongated to be machined with internal screw thread, and connection 3.1 lower end of sleeve is screwed on
Nipple 3.2, nipple 3.2 include matrix 3.21, and 3.21 one end outer surface of matrix is machined with external screw thread, and the matrix other end is equipped with
Internal thread hole 3.211,3.2 external screw thread of nipple are screwed on 3.1 lower end internal screw thread of sleeve is connect, internal thread hole 3.211 with it is lower pre-
The external screw thread of vertical 2.1 end of muscle processing is stayed to be screwed on fastening, upper reserved muscle 1.1 of indulging is from connector sleeve after being in the milk in connection sleeve 3.1
The insertion of 3.1 upper ends of cylinder, internal thread hole 3.211 can be blind hole or through-hole, when internal thread hole 3.211 is through-hole, internal thread hole
3.211 and lower reserved vertical 2.1 junction of muscle be additionally provided with non-return nut 3.3, non-return nut 3.3 is contacted with 3.2 bottom surface of nipple.In advance
1 length direction of truncated cylinder is additionally provided with through-hole 1.2 in system, and through-hole 1.2 is located at the center of prefabricated upper truncated cylinder 1, and through-hole 1.2 is circular through hole
And lower port is horn mouth.
Embodiment 2: it when carrying out construction operation, after first splicing 2, two sections of Prefabricated superposed beams 5 of prefabricated lower truncated cylinder, is formed and is spelled
Node area 4 is met, spliced 4th area of node is filled up with concreting；Several Vertical bar connections are connect with half grouting formula reinforcing bar
First 3 are screwed on several lower reserved vertical muscle 2.1 for stretching out prefabricated lower 2 upper surface of truncated cylinder；By prefabricated upper truncated cylinder 1 be lifted on it is prefabricated under
The surface of truncated cylinder 2, then be in the milk in the Vertical bar connection connection sleeve 3.1 of half grouting formula splice 3, it is in the milk
It will be stretched out in several reserved vertical insertion of muscle 1.1 connection sleeves 3.1 of prefabricated 1 lower end surface of upper truncated cylinder after full, upper reserved vertical muscle 1.1
Make under prefabricated upper truncated cylinder 1 on the basis of the distance on ground when in insertion connection sleeve 3.1 according to prefabricated upper 1 upper surface of truncated cylinder
End face and concreting face 8 form 1-4cm piece 7；7 surrounding of piece is blocked with mortar, then is filled above through-hole 1.2
Slurry, slurry terminate when overflowing from through-hole 1.2.
Claims (6)
1. a kind of prefabricated concrete structure node connects prefabricated component, including prefabricated upper truncated cylinder, prefabricated lower truncated cylinder, prefabricated upper truncated cylinder
Several reserved vertical muscle of its lower end surface are equipped with through its length direction and stretch out, prefabricated lower truncated cylinder, which is equipped with, runs through its length
Direction and several lower reserved vertical muscle for stretching out end face thereon, which is characterized in that lower reserved vertical muscle end is machined with external screw thread, vertically
Reinforcing bar connection with half grouting formula splice will upper reserved vertical muscle, it is lower it is reserved indulge muscle connect and be located at prefabricated upper truncated cylinder, it is prefabricated under
Between truncated cylinder.
2. assembly concrete according to claim 1 connects prefabricated component with vertically vertical muscle, which is characterized in that described vertical
Half grouting formula splice of reinforcing bar connection includes connection sleeve, nipple, and connection sleeve lining is elongated to be machined with internal screw thread, even
Female connector cylinder lower end is screwed on nipple, and nipple includes matrix, and matrix one end outer surface is machined with external screw thread, the processing of the matrix other end
Internal thread hole, nipple external screw thread are screwed on sleeve lower end internal screw thread is connect, and internal thread hole and lower reserve indulge the processing of muscle end
External screw thread is screwed on fastening, and upper reserved vertical muscle is inserted into from connection sleeve upper end after being in the milk in connection sleeve.
3. assembly concrete according to claim 1 connects prefabricated component with vertically vertical muscle, which is characterized in that described prefabricated
Upper truncated cylinder is provided along its length through-hole.
4. assembly concrete according to claim 3 connects prefabricated component with vertically vertical muscle, which is characterized in that the through-hole
Positioned at the center of prefabricated upper truncated cylinder, through-hole is circular through hole and lower port is horn mouth.
5. assembly concrete according to claim 1 connects prefabricated component with vertically vertical muscle, which is characterized in that further include two
Section Prefabricated superposed beam, forms node area, two sections of prefabricated overlappings between two sections of Prefabricated superposed beams and prefabricated upper truncated cylinder, prefabricated lower truncated cylinder
Beam is equipped with through its length direction and stretches out the reserved vertical muscle of level of its both ends of the surface, and the level between two sections of Prefabricated superposed beams is pre-
Vertical muscle is stayed to connect by reinforcing steel bar connecting sleeve tube.
6. a kind of prefabricated concrete structure node connection type, which comprises the following steps:
(1) after prefabricated lower truncated cylinder, two sections of Prefabricated superposed beam splicings, spliced node area is filled up with concreting；
(2) several Vertical bar connections are screwed in half grouting formula splice stretch out prefabricated lower truncated cylinder upper surface it is several under
On reserved vertical muscle；
(3) prefabricated upper truncated cylinder is lifted on to the surface of prefabricated lower truncated cylinder, then is connect in Vertical bar connection with half grouting formula reinforcing bar
It is in the milk in the connection sleeve of head, several reserved vertical muscle insertion connections of prefabricated upper truncated cylinder lower end surface will be stretched out after grouting is full
In sleeve, make on the basis of the distance on ground when in upper reserved vertical muscle insertion connection sleeve according to prefabricated upper truncated cylinder upper surface
Prefabricated upper truncated cylinder lower end surface and concreting face form 1-4cm piece；
(4) piece surrounding is blocked with mortar, then be in the milk above through-hole, slurry terminates when overflowing from through-hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811532514.6A CN109440925A (en) | 2018-12-14 | 2018-12-14 | A kind of prefabricated concrete structure node connection prefabricated component and its connection type |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811532514.6A CN109440925A (en) | 2018-12-14 | 2018-12-14 | A kind of prefabricated concrete structure node connection prefabricated component and its connection type |
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| CN109440925A true CN109440925A (en) | 2019-03-08 |
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| CN201811532514.6A Pending CN109440925A (en) | 2018-12-14 | 2018-12-14 | A kind of prefabricated concrete structure node connection prefabricated component and its connection type |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258309A (en) * | 2019-07-08 | 2019-09-20 | 中铁二院工程集团有限责任公司 | A kind of normal formula segment pier stud and its assembling method |
| CN111910837A (en) * | 2020-07-31 | 2020-11-10 | 中国二十冶集团有限公司 | Steel bar joint connecting structure of assembled component |
| CN113445625A (en) * | 2021-08-31 | 2021-09-28 | 启东霓辉新材料科技有限公司 | Prefabricated concrete pipe column steel rib concrete beam joint structure and construction method thereof |
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| JPH0754396A (en) * | 1993-08-20 | 1995-02-28 | Okumura Corp | Column-beam jointing construction method |
| CN105178516A (en) * | 2015-09-28 | 2015-12-23 | 中国建筑股份有限公司 | Extruded semi-grouting reinforced sleeve with built-in casing, connective structure, and construction method |
| CN206299024U (en) * | 2016-11-14 | 2017-07-04 | 李聪 | A kind of precast shear wall of reserved pouring hole |
| CN108005101A (en) * | 2017-12-29 | 2018-05-08 | 广东省建筑科学研究院集团股份有限公司 | Assembled vertical member and the ductility connecting structure and construction method on basis |
| CN108265824A (en) * | 2018-01-24 | 2018-07-10 | 西安建筑科技大学 | A kind of high ductility concrete beam and column node of assembled and connection method |
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2018
- 2018-12-14 CN CN201811532514.6A patent/CN109440925A/en active Pending
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| JPH0754396A (en) * | 1993-08-20 | 1995-02-28 | Okumura Corp | Column-beam jointing construction method |
| CN105178516A (en) * | 2015-09-28 | 2015-12-23 | 中国建筑股份有限公司 | Extruded semi-grouting reinforced sleeve with built-in casing, connective structure, and construction method |
| CN206299024U (en) * | 2016-11-14 | 2017-07-04 | 李聪 | A kind of precast shear wall of reserved pouring hole |
| CN108005101A (en) * | 2017-12-29 | 2018-05-08 | 广东省建筑科学研究院集团股份有限公司 | Assembled vertical member and the ductility connecting structure and construction method on basis |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258309A (en) * | 2019-07-08 | 2019-09-20 | 中铁二院工程集团有限责任公司 | A kind of normal formula segment pier stud and its assembling method |
| CN110258309B (en) * | 2019-07-08 | 2024-01-23 | 中铁二院工程集团有限责任公司 | Standard segment pier stud and assembling method thereof |
| CN111910837A (en) * | 2020-07-31 | 2020-11-10 | 中国二十冶集团有限公司 | Steel bar joint connecting structure of assembled component |
| CN113445625A (en) * | 2021-08-31 | 2021-09-28 | 启东霓辉新材料科技有限公司 | Prefabricated concrete pipe column steel rib concrete beam joint structure and construction method thereof |
| CN113445625B (en) * | 2021-08-31 | 2021-11-02 | 启东霓辉新材料科技有限公司 | Prefabricated concrete pipe column steel rib concrete beam joint structure and construction method thereof |
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