CN112376724A - Assembled wall body connecting joint and construction method thereof - Google Patents

Assembled wall body connecting joint and construction method thereof Download PDF

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Publication number
CN112376724A
CN112376724A CN202011122720.7A CN202011122720A CN112376724A CN 112376724 A CN112376724 A CN 112376724A CN 202011122720 A CN202011122720 A CN 202011122720A CN 112376724 A CN112376724 A CN 112376724A
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CN
China
Prior art keywords
prefabricated
wall body
channel
concrete
prefabricated part
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CN202011122720.7A
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Chinese (zh)
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CN112376724B (en
Inventor
杨以品
李小江
张军
余先龙
陶凯
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Anhui A Small Yard Construction Technology Co ltd
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Anhui A Small Yard Construction Technology Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/70Drying or keeping dry, e.g. by air vents
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18Spacers of metal or substantially of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses an assembly type wall body connecting node and a construction method thereof, wherein the assembly type wall body connecting node comprises a first prefabricated part, a second prefabricated part is fixedly arranged on the side surface of the first prefabricated part, and an upper connecting piece and a lower connecting piece are respectively and fixedly arranged on the two sides of the second prefabricated part, which are close to the first prefabricated part; a first prefabricated wall body is arranged above the first prefabricated part; a second prefabricated wall body is arranged below the first prefabricated part; a third prefabricated wall body is arranged between the second prefabricated part and the upper connecting piece, and a fourth prefabricated wall body is arranged between the second prefabricated part and the lower connecting piece. The invention provides an assembly type wall body connecting node which can be suitable for connecting prefabricated wall bodies which are right-angled in the vertical direction, the transverse direction and the longitudinal direction, and is wide in application range and high in connecting strength.

Description

Assembled wall body connecting joint and construction method thereof
Technical Field
The invention relates to the technical field of building structures, in particular to an assembly type wall body connecting node and a construction method thereof.
Background
In the prior art, the connecting node structure between main boards of an assembly type building wall body with application number '201920669041.8' is used for wall body assembly between two adjacent upright posts and between adjacent upper and lower beams in an assembly type building with a steel structure, the wall body is mainly formed by transversely and sequentially splicing a plurality of vertical wall main boards, a splicing part is arranged between every two adjacent wall main boards, the end side of each splicing part positioned in the outdoor direction and the end side positioned in the indoor direction are respectively and correspondingly covered by the middle part of a wall board connecting piece with the vertical length direction, two side edges of the wall board connecting piece are respectively and respectively attached to the wall main boards on the left side and the right side of the splicing part one by one and are fixedly connected through a plurality of stud bolts, the connecting node structure between the main boards of the assembly type building wall body can not only stably connect the adjacent wall main boards, but also can effectively protect the splicing part by adopting the wall board connecting, and the heat-insulating and sound-insulating effects can be achieved, and the influence of expansion with heat and contraction with cold can be eliminated.
However, the method still has the obvious defects in the using process: 1. the connecting node is mainly suitable for connecting the building walls in the same direction, and cannot be suitable for right-angle connection between a transverse wall and a longitudinal wall, so that the application range of the connecting node is very limited; 2. the device does not have the function of moisture prevention and absorption at the joint of the wall body, so that the splicing part is easily rusted by moisture, the installation strength between the connecting node and the wall body is further reduced, and potential safety hazards exist; 3. the fixing mode between the connecting node and the wall body is single, the connecting strength is low, and the overall stability of the building can be influenced.
Disclosure of Invention
The invention aims to provide an assembly type wall body connecting node and a construction method thereof, which aim to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
an assembly type wall body connecting node comprises a first prefabricated part, wherein a second prefabricated part is fixedly arranged on the side surface of the first prefabricated part, and an upper connecting piece and a lower connecting piece are respectively and fixedly arranged on the second prefabricated part close to two sides of the first prefabricated part;
an upper connecting part of the first prefabricated part is fixedly provided with an inclined shock absorption sealing gasket and a connecting sealing gasket, the inclined shock absorption sealing gasket is close to the downward inclination of the second prefabricated part, a limiting block is fixedly arranged on the inclined shock absorption sealing gasket, the upper connecting part of the first prefabricated part is provided with a first grouting channel and a second grouting channel, the first grouting channel is arranged on one side far away from the second prefabricated part, the second grouting channel is arranged on one side close to the second prefabricated part, one side, close to the limiting block, of the second grouting channel is downward inclined, a first prefabricated wall body is arranged above the first prefabricated part, the bottom of the first prefabricated wall body is integrally formed and provided with a first protruding part, and the first protruding part is arranged between the limiting blocks in a clamping and embedding manner;
a horizontal damping sealing gasket is fixedly arranged at the lower connecting part of the first prefabricated part, a plurality of storage cavities are formed in the horizontal damping sealing gasket, a filter screen is arranged at the opening of each storage cavity, moisture absorption particles are arranged in the storage cavities, a screw groove is formed in the lower connecting part of the first prefabricated part, a second prefabricated wall body is arranged below the first prefabricated part, a second protruding part is integrally formed at the top of the second prefabricated wall body, a threaded hole is formed in the second protruding part, screws are arranged in the screw groove and the threaded hole in a threaded manner, and a flow guide channel communicated with the threaded hole is formed in the second protruding part;
a third prefabricated wall body is arranged between the second prefabricated component and the upper connecting piece, a grouting hole I and a first concrete cavity are formed in the upper connecting piece, a side channel I and a communication hole I are formed in the first concrete cavity in a communicating mode, the side channel I reaches the side face of the first prefabricated wall body directly, the communication hole I is communicated with the grouting channel II, a main channel is formed in the third prefabricated wall body, the first concrete cavity is communicated with the main channel, one side, far away from the first concrete cavity, of the main channel inclines downwards, a plurality of longitudinal grooves I are formed in the main channel in a communicating mode, a plurality of upper grooves are formed in the upper side of the second prefabricated component, reinforcing ribs I are fixedly arranged in the upper grooves, and the reinforcing ribs I are inserted in the longitudinal grooves I;
the lower side of the second prefabricated component is provided with a plurality of lower grooves, reinforcing ribs II are fixedly arranged in the lower grooves, the upper grooves are communicated with the lower grooves through drainage channels, the drainage channels are arranged in the second prefabricated component, a fourth prefabricated wall body is arranged between the second prefabricated component and the lower connecting piece, the upper side of the fourth prefabricated wall body is provided with longitudinal grooves II, and the reinforcing ribs II are inserted in the longitudinal grooves II;
and a grouting hole II and a second concrete cavity are formed in the lower connecting piece, a side channel II, a side channel III and a communication hole II are communicated with the second concrete cavity, the side channel II directly reaches the fourth prefabricated wall body, the side channel III directly reaches the second prefabricated wall body, and the communication hole II is communicated with the flow guide channel.
Preferably, the number of the limiting blocks is four.
Preferably, the particle size of the moisture-absorbing particles is larger than the diameter of the meshes of the filter screen.
Preferably, one side of the grouting channel close to the limiting block is inclined downwards.
Preferably, the side of the flow guide channel close to the second prefabricated part is inclined upwards.
A construction method based on the assembly type wall body connecting node comprises the following steps:
the method comprises the following steps: fixing the second prefabricated wall body and the fourth prefabricated wall body at proper positions;
step two: the lower connecting part of the first prefabricated part is embedded in a second protruding part of a second prefabricated wall body in a clamping mode, and a second reinforcing rib fixedly arranged in the second prefabricated part is inserted into a second longitudinal groove of a fourth prefabricated wall body;
step three: screwing the screw into the screw groove and the threaded hole until the screw completely enters the screw groove;
step four: concrete is injected into the interior of the downward connecting piece through the grouting hole II until the second concrete cavity, the side channel II, the side channel III, the communication hole II and the flow guide channel are filled with the concrete, and gaps between the threaded hole and the screw groove are filled with the concrete;
step five: clamping and embedding the first protruding part of the first prefabricated wall body between the limiting blocks of the first prefabricated part to provide support;
step six: placing the longitudinal groove of the third prefabricated wall body in alignment with the reinforcing rib I on the second prefabricated part to provide support;
step seven: concrete is injected into the upward connecting piece through the grouting hole I, on one hand, the gap between the first concrete cavity, the side channel I, the communication hole I, the grouting channel II, the first prefabricated component and the first prefabricated wall body is filled with the concrete, so that the redundant concrete overflows from the grouting channel I, on the other hand, the concrete in the first concrete cavity flows to and fills the main channel, the longitudinal groove I, the upper groove, the drainage channel, the lower groove and the longitudinal groove II, and the redundant concrete overflows from the grouting hole I.
Compared with the prior art, the invention has the beneficial effects that:
1. the first prefabricated wall body, the second prefabricated wall body, the third prefabricated wall body and the fourth prefabricated wall body are connected and fixed through the first prefabricated component and the second prefabricated component, so that the prefabricated wall body connecting device is suitable for connecting the prefabricated wall bodies between the upper direction and the lower direction and is also suitable for connecting the prefabricated wall bodies at right angles between the transverse direction and the longitudinal direction, and the application range is wider;
2. according to the invention, the mode of combining screw connection and concrete grouting and pouring is adopted, so that the connection strength is higher, and the whole building is more stable;
3. the horizontal shock absorption sealing gasket is internally provided with moisture absorption particles, so that the horizontal shock absorption sealing gasket has a drying effect and further prevents moisture at the joint from permeating.
The invention provides an assembly type wall body connecting node which can be suitable for connecting prefabricated wall bodies which are right-angled in the vertical direction, the transverse direction and the longitudinal direction, and is wide in application range and high in connecting strength.
Drawings
FIG. 1 is a schematic sectional view of the prefabricated parts and the prefabricated wall according to the present invention in an installed state;
FIG. 2 is an enlarged view taken at A in FIG. 1 according to the present invention;
FIG. 3 is an external view of the installation state of the prefabricated parts and the prefabricated wall according to the present invention;
FIG. 4 is a schematic view of the position of the first protrusion between the stoppers according to the present invention;
fig. 5 is a schematic top view of the first prefabricated wall and the third prefabricated wall according to the present invention.
In the figure: 1 a first prefabricated part, 2 a second prefabricated part, 3 an upper connecting part, 4 a lower connecting part, 5 an inclined shock-absorbing sealing gasket, 6 a limiting block, 7 a connecting sealing gasket, 8 a grouting channel I, 9 a grouting channel II, 10 a first prefabricated wall body, 101 a first protruding part, 11 a horizontal shock-absorbing sealing gasket, 12 a storage cavity, 13 a filter screen, 14 moisture-absorbing particles, 15 screw grooves, 16 a second prefabricated wall body, 161 a second protruding part, 17 threaded holes and 18 screws, 19 diversion channels, 20 third prefabricated wall bodies, 21 grouting holes I, 22 first concrete cavities, 23 side channel I, 24 communicating hole I, 25 main channels, 26 longitudinal groove I, 27 upper grooves, 28 reinforcing rib I, 29 lower grooves, 30 reinforcing rib II, 31 diversion channels, 32 fourth prefabricated wall bodies, 33 longitudinal groove II, 34 grouting hole II, 35 second concrete cavities, 36 side channel II, 37 side channel III and 38 communicating hole II.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution:
the utility model provides an assembled wall body connected node, includes first prefabricated component 1, and the side of first prefabricated component 1 is fixed and is provided with second prefabricated component 2, and second prefabricated component 2 is close to the both sides of first prefabricated component 1 and is fixed respectively and is provided with connecting piece 3 and lower connecting piece 4.
An upper connecting part of the first prefabricated part 1 is fixedly provided with an inclined shock absorption sealing gasket 5 and a connecting sealing gasket 7, the inclined shock absorption sealing gasket 5 is close to the downward inclination of the second prefabricated part 2, the inclined shock absorption sealing gasket 5 is fixedly provided with a limiting block 6, the upper connecting part of the first prefabricated part 1 is provided with a grouting channel I8 and a grouting channel II 9, the grouting channel I8 is arranged at one side far away from the second prefabricated part 2, the grouting channel II 9 is arranged at one side close to the second prefabricated part 2, one side of the grouting channel II 9 close to the limiting block 6 is downward inclined so as to facilitate the drainage of concrete slurry and avoid blockage, a first prefabricated wall body 10 is arranged above the first prefabricated part 1, the bottom of the first prefabricated wall body 10 is integrally formed with a first protruding part 101, the first protruding part 101 is embedded between the limiting blocks 6, the bottom surface of the first protruding part 101 can be arranged in an inclined shape matched with the inclined shock absorption sealing gasket 5, and then can aim at the inlay card, the concrete thick liquids of follow-up filling also can be with filling in the tiny gap department of the two, further strengthen fixedly.
A horizontal shock-absorbing sealing gasket 11 is fixedly arranged at the lower connecting part of the first prefabricated part 1, a plurality of storage cavities 12 are arranged in the horizontal shock-absorbing sealing gasket 11, a filter screen 13 is arranged at the opening part of each storage cavity 12, moisture-absorbing particles 14 are arranged in the storage cavities 12, the moisture-absorbing particles 14 are used for absorbing moisture at the connecting gap between the moisture-absorbing particles and the second prefabricated wall 16 so as to prevent the moisture from damaging the building structure, the moisture-absorbing particles 14 can adopt a drying agent capable of being repeatedly used, in view of the fact that the drying agent is complicated in type and skillful in application, the lower connecting part of the first prefabricated part 1 is provided with a screw groove 15, a second prefabricated wall 16 is arranged below the first prefabricated part 1, a second protruding part 161 is integrally formed at the top of the second prefabricated wall 16, a threaded hole 17 is arranged in the second protruding part 161, screws 18 are arranged in the screw grooves 15 and the threaded hole 17, a flow guide channel 19 communicated, the diversion channel 19 is used for diversion of the concrete slurry.
A third prefabricated wall body 20 is arranged between the second prefabricated part 2 and the upper connecting piece 3, a grouting hole I21 and a first concrete cavity 22 are arranged in the upper connecting piece 3, a side channel I23 and a communication hole I24 are communicated with the first concrete cavity 22, the side channel I23 directly reaches the side surface of the first prefabricated wall body 10, the communication hole I24 is communicated with the grouting channel II 9, the prefabricated wall body structure is used for fixing an upper connecting piece 3, a first prefabricated wall body 10 and a first prefabricated part 1, a main channel 25 is arranged in a third prefabricated wall body 20, a first concrete cavity 22 is communicated with the main channel 25, one side, far away from the first concrete cavity 22, of the main channel 25 inclines downwards, a plurality of first longitudinal grooves 26 are arranged on the main channel 25 in a communicated mode, a plurality of upper grooves 27 are formed in the upper side of a second prefabricated part 2, first reinforcing ribs 28 are fixedly arranged in the upper grooves 27, and the first reinforcing ribs 28 are inserted into the first longitudinal grooves 26.
The lower side of the second prefabricated part 2 is provided with a plurality of lower grooves 29, reinforcing ribs two 30 are fixedly arranged in the lower grooves 29, the upper grooves 27 are communicated with the lower grooves 29 through drainage channels 31, the drainage channels 31 are arranged in the second prefabricated part 2, a fourth prefabricated wall 32 is arranged between the second prefabricated part 2 and the lower connecting piece 4, the upper side of the fourth prefabricated wall 32 is provided with longitudinal grooves two 33, and the reinforcing ribs two 30 are inserted in the longitudinal grooves two 33.
A grouting hole II 34 and a second concrete cavity 35 are formed in the lower connecting piece 4, a side channel II 36, a side channel III 37 and a communication hole II 38 are communicated with the second concrete cavity 35, the side channel II 36 directly reaches the fourth prefabricated wall 32 to fix the lower connecting piece 4 and the fourth prefabricated wall 32, the side channel III 37 directly reaches the second prefabricated wall 16, and the communication hole II 38 is communicated with the flow guide channel 19 to fix the lower connecting piece 4, the second prefabricated wall 16 and the first prefabricated part 1.
Preferably, the limiting blocks 6 are provided with four limiting blocks, so that the first protruding portion 101 can be positioned and assembled quickly.
Preferably, the size of the absorbent particles 14 is larger than the diameter of the mesh of the screen 13, so that the absorbent particles 14 are prevented from falling off the screen 13.
Preferably, the side of the grouting channel I8 close to the limiting block 6 is inclined downwards, so that the concrete slurry is stored conveniently and is delayed from overflowing.
Preferably, the side of the diversion channel 19 near the second prefabricated part 2 is inclined upwards to adapt to the grouting operation of concrete slurry and reduce the cavity.
A construction method based on an assembly type wall body connecting node comprises the following steps:
the method comprises the following steps: fixing the second prefabricated wall 16 and the fourth prefabricated wall 32 at proper positions;
step two: the lower connecting part of the first prefabricated part 1 is clamped and embedded in the second protruding part 161 of the second prefabricated wall 16, the horizontal shock absorption sealing gasket 11 is extruded at the moment, the sealing performance is further improved, and a second reinforcing rib 30 fixedly arranged in the second prefabricated part 2 is inserted into a second longitudinal groove 33 of a fourth prefabricated wall 32 for quick positioning and installation;
step three: screwing the screws 18 into the screw grooves 15 and the threaded holes 17 until the screws 18 completely enter the screw grooves 15, so that the screws 18 are prevented from protruding, the integral attractiveness is improved, and the first prefabricated part 1 and the second prefabricated wall 16 are fixed together;
step four: concrete is injected into the lower connecting piece 4 through the grouting hole II 34 until the second concrete cavity 35, the side channel II 36, the side channel III 37, the communication hole II 38 and the flow guide channel 19 are filled with concrete, gaps between the threaded holes 17 and the screw grooves 15 are filled with concrete, the side channel II 36 reaches the fourth prefabricated wall 32, the side channel III 37 reaches the second prefabricated wall 16, the combination of the communication hole II 38, the flow guide channel 19, the threaded holes 17 and the screw grooves 15 penetrates through the second protruding parts 161 of the first prefabricated part 1 and the second prefabricated wall 16, and the lower connecting piece 4, the fourth prefabricated wall 32, the second prefabricated wall 16 and the first prefabricated part 1 are fixed into a whole through concrete slurry, so that the lower connecting piece 4, the fourth prefabricated wall 32, the second prefabricated wall 16 and the first prefabricated part 1 are more stable.
Step five: the first protruding part 101 of the first prefabricated wall 10 is embedded between the limiting blocks 6 of the first prefabricated part 1 to provide support;
step six: placing a first longitudinal groove 26 of the third prefabricated wall body 20 to be aligned with a first reinforcing rib 28 on the second prefabricated part 2 to provide support;
step seven: concrete is poured into the upper connecting member 3 through the grouting hole I21 until the first concrete cavity 22, the side channel I23, the communication hole I24, the grouting channel II 9 and the gap between the first prefabricated member 1 and the first prefabricated wall body 10 are all filled with concrete, so that excessive concrete overflows from the grouting channel I8, the inclined arrangement of the grouting channel II 9 facilitates the diversion of concrete slurry, so that the upper connecting member 3, the first prefabricated wall body 10 and the first prefabricated member 1 are fixedly connected into a whole, and on the other hand, the concrete in the first concrete cavity 22 flows to and fills the main channel 25, the longitudinal groove I26, the upper groove 27, the drainage channel 31, the lower groove 29 and the longitudinal groove II 33, and the excessive concrete overflows from the grouting hole I21, so that the upper connecting member 3, the third prefabricated wall body 20, the second prefabricated member 2 and the fourth prefabricated wall body 32 are fixedly connected into a whole, all the components are mutually fixed and restrained, so that the whole body is more stable.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. An assembled wall body connected node, includes first prefabricated component (1), its characterized in that: a second prefabricated part (2) is fixedly arranged on the side surface of the first prefabricated part (1), and an upper connecting piece (3) and a lower connecting piece (4) are respectively and fixedly arranged on the two sides, close to the first prefabricated part (1), of the second prefabricated part (2);
the upper connecting part of the first prefabricated part (1) is fixedly provided with an inclined shock absorption sealing gasket (5) and a connecting sealing gasket (7), the inclined shock absorption sealing gasket (5) is close to the downward inclination of the second prefabricated part (2), the inclined shock absorption sealing gasket (5) is fixedly provided with a limiting block (6), the upper connecting part of the first prefabricated part (1) is provided with a first grouting channel (8) and a second grouting channel (9), the first grouting channel (8) is arranged on one side far away from the second prefabricated part (2), the second grouting channel (9) is arranged on one side close to the second prefabricated part (2), the second grouting channel (9) is downward inclined on one side close to the limiting block (6), a first prefabricated wall body (10) is arranged above the first prefabricated part (1), and a first protruding part (101) is integrally formed at the bottom of the first prefabricated wall body (10), the first protruding part (101) is arranged between the limiting blocks (6) in a clamping and embedding manner;
a horizontal shock absorption sealing gasket (11) is fixedly arranged at the lower connecting part of the first prefabricated part (1), a plurality of storage cavities (12) are arranged in the horizontal shock absorption sealing gasket (11), a filter screen (13) is arranged at the opening of each storage cavity (12), moisture-absorbing particles (14) are arranged in the storage cavity (12), a screw groove (15) is formed in the lower connecting part of the first prefabricated part (1), a second prefabricated wall body (16) is arranged below the first prefabricated part (1), the top of the second prefabricated wall body (16) is integrally provided with a second protruding part (161), a threaded hole (17) is arranged in the second protruding part (161), a screw (18) is arranged in the screw groove (15) and the threaded hole (17) in a threaded manner, a flow guide channel (19) communicated with the threaded hole (17) is formed in the second protruding part (161);
a third prefabricated wall body (20) is arranged between the second prefabricated part (2) and the upper connecting piece (3), a grouting hole I (21) and a first concrete cavity (22) are formed in the upper connecting piece (3), a side channel I (23) and a communication hole I (24) are communicated with the first concrete cavity (22), the side channel I (23) is directly communicated with the side surface of the first prefabricated wall body (10), the communication hole I (24) is communicated with the grouting channel II (9), a main channel (25) is formed in the third prefabricated wall body (20), the first concrete cavity (22) is communicated with the main channel (25), one side, far away from the first concrete cavity (22), of the main channel (25) inclines downwards, a plurality of longitudinal grooves I (26) are communicated with the main channel (25), a plurality of upper grooves (27) are formed in the upper side of the second prefabricated part (2), a first reinforcing rib (28) is fixedly arranged in the upper groove (27), and the first reinforcing rib (28) is inserted into the first longitudinal groove (26);
a plurality of lower grooves (29) are formed in the lower side of the second prefabricated part (2), second reinforcing ribs (30) are fixedly arranged in the lower grooves (29), the upper grooves (27) are communicated with the lower grooves (29) through drainage channels (31), the drainage channels (31) are formed in the second prefabricated part (2), a fourth prefabricated wall body (32) is arranged between the second prefabricated part (2) and the lower connecting piece (4), a second longitudinal groove (33) is formed in the upper side of the fourth prefabricated wall body (32), and the second reinforcing ribs (30) are inserted in the second longitudinal groove (33);
grout hole two (34) and second concrete chamber (35) have been seted up in lower connecting piece (4), the intercommunication is provided with side passageway two (36), side passageway three (37) and intercommunicating pore two (38) on second concrete chamber (35), side passageway two (36) are through to fourth prefabricated wall body (32), side passageway three (37) are through to second prefabricated wall body (16), intercommunicating pore two (38) and water conservancy diversion passageway (19) are linked together.
2. An assembled wall connection node as defined in claim 1, wherein: the number of the limiting blocks (6) is four.
3. An assembled wall connection node as defined in claim 1, wherein: the grain diameter of the moisture absorption particles (14) is larger than the mesh diameter of the filter screen (13).
4. An assembled wall connection node as defined in claim 1, wherein: one side of the first grouting channel (8) close to the limiting block (6) is inclined downwards.
5. An assembled wall connection node as defined in claim 1, wherein: the side, close to the second prefabricated part (2), of the flow guide channel (19) is inclined upwards.
6. A construction method of an assembly type wall connection node based on any one of claims 1 to 5, characterized in that: the method comprises the following steps:
the method comprises the following steps: fixing the second prefabricated wall body (16) and the fourth prefabricated wall body (32) at proper positions;
step two: the lower connecting part of the first prefabricated part (1) is embedded into a second protruding part (161) of the second prefabricated wall body (16), and a second reinforcing rib (30) fixedly arranged in the second prefabricated part (2) is inserted into a second longitudinal groove (33) of a fourth prefabricated wall body (32);
step three: screwing the screw (18) into the screw groove (15) and the threaded hole (17) until the screw (18) completely enters the screw groove (15);
step four: concrete is injected into the lower connecting piece (4) through the grouting hole II (34) until the second concrete cavity (35), the side channel II (36), the side channel III (37), the communication hole II (38) and the flow guide channel (19) are filled with the concrete, and gaps between the threaded hole (17) and the screw groove (15) are filled with the concrete;
step five: clamping and embedding a first protruding part (101) of a first prefabricated wall body (10) between limiting blocks (6) of a first prefabricated part (1) to provide support;
step six: placing a first longitudinal groove (26) of the third prefabricated wall body (20) to be aligned with a first reinforcing rib (28) on the second prefabricated part (2) to provide support;
step seven: concrete is injected into the upper connecting piece (3) through the grouting hole I (21), on one hand, the first concrete cavity (22), the side channel I (23), the communication hole I (24), the grouting channel II (9) and a gap between the first prefabricated part (1) and the first prefabricated wall body (10) are filled with the concrete, so that redundant concrete overflows from the grouting channel I (8), on the other hand, the concrete in the first concrete cavity (22) flows to and fills the main channel (25), the longitudinal groove I (26), the upper groove (27), the drainage channel (31), the lower groove (29) and the longitudinal groove II (33), and the redundant concrete overflows from the grouting hole I (21).
CN202011122720.7A 2020-10-20 2020-10-20 Assembled wall body connecting joint and construction method thereof Active CN112376724B (en)

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CN109339283A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of prefabricated assembled steel reinforced concrete shear walls vertically splice node structure and its construction method
CN210887688U (en) * 2019-07-25 2020-06-30 王伟 Building curtain wall with dampproofing function
CN111502071A (en) * 2020-05-14 2020-08-07 华北理工大学 Prefabricated assembly type shear wall combined structure and construction method thereof
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EP0190818A2 (en) * 1985-01-15 1986-08-13 Richard Dettbarn Insulated wall assembly
TW200420815A (en) * 2003-04-14 2004-10-16 Ching-Tang Lin Wall structure
JP2007132000A (en) * 2005-11-07 2007-05-31 Daiwa House Ind Co Ltd Structure for installing beam steel frame on top surface section of rc column
CN203145390U (en) * 2013-03-04 2013-08-21 江苏泰沃建筑新材料科技有限公司 Integrated curtain wallboard for thermal-insulation and decoration
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