CN112302200A - But concrete prefabricated component of split equipment - Google Patents

But concrete prefabricated component of split equipment Download PDF

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Publication number
CN112302200A
CN112302200A CN202011183041.0A CN202011183041A CN112302200A CN 112302200 A CN112302200 A CN 112302200A CN 202011183041 A CN202011183041 A CN 202011183041A CN 112302200 A CN112302200 A CN 112302200A
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China
Prior art keywords
wall body
wall
reinforcement cage
precast concrete
supplementary
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CN202011183041.0A
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Chinese (zh)
Inventor
王源军
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Individual
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Individual
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Priority to CN202011183041.0A priority Critical patent/CN112302200A/en
Publication of CN112302200A publication Critical patent/CN112302200A/en
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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
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E04C2/523Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling for ventilating
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645Shear reinforcements, e.g. shearheads for floor slabs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses a detachable and assembled concrete prefabricated part, which has the technical scheme that: the method comprises the following steps: a first wall used as a foundation support; a shear structural assembly disposed within the first wall for increasing the strength and shear resistance of the first wall; disassembling a second wall body connected to the top of the first wall body; the connecting component is used for connecting and fixing the first wall body and the second wall body; the fresh air component is arranged in the first wall body; the auxiliary fixing component is used for assisting the fresh air component in fixing; a water line auxiliary mounting structure pre-installed in the first wall; the wire auxiliary mounting structure is preset in the second wall body; the concrete prefabricated part capable of being disassembled and assembled has the advantages of convenience in assembly and convenience in subsequent construction.

Description

But concrete prefabricated component of split equipment
Technical Field
The invention relates to the field of buildings, in particular to a detachable and assembled concrete prefabricated part.
Background
The fabricated building is an important embodiment of the low-carbon concept fused in the social development of China, provides a flexible construction concept for urbanization construction, improves the speed of the urbanization process of China, and promotes the social economy to realize good and fast development. The prefabricated wall board is adopted to build the fabricated building, so that the factory and mechanical construction degree can be improved, the field operation is reduced, the field labor is saved, the seasonal influence is overcome, and the building construction period is shortened. Among them, precast concrete wall is a common form of construction.
The existing Chinese patent with publication number CN107620422A discloses a precast concrete wallboard, which is characterized in that reinforcing steel bars arranged horizontally and vertically are fixed in the precast concrete wallboard, round pipes left in the precast concrete wallboard during pouring are distributed on the surface of the precast concrete wallboard, the round pipes penetrate through the precast concrete wallboard from front to back, a reserved hole is formed by a middle through hole of each round pipe, and the round pipes and the reinforcing steel bars are staggered.
The concrete prefabricated wall panel avoids the problem of cracking caused by opening holes, and improves the progress and engineering quality of the fabricated building project, but the concrete prefabricated wall panel still has some defects, such as: the shear resistance of the prefabricated wall is insufficient; the prefabricated wall and the prefabricated wall are difficult to assemble conveniently; the prefabricated wall is not directly processed into a fresh air system; prefabricated walls do not directly make the proper structural provisions for water and electrical wiring arrangements.
Disclosure of Invention
In view of the problems mentioned in the background art, it is an object of the present invention to provide a concrete precast element that can be disassembled and assembled to solve the problems mentioned in the background art.
The technical purpose of the invention is realized by the following technical scheme:
a detachably assembled concrete precast member comprising:
a first wall used as a foundation support;
a shear structural assembly disposed within the first wall for increasing the strength and shear resistance of the first wall;
disassembling a second wall body connected to the top of the first wall body;
the connecting component is used for connecting and fixing the first wall body and the second wall body;
the fresh air component is arranged in the first wall body;
the auxiliary fixing component is used for assisting the fresh air component in fixing;
a water line auxiliary mounting structure pre-installed in the first wall;
and the electric wire auxiliary mounting structure is preset in the second wall body.
By adopting the technical scheme, the detachable and assembled concrete prefabricated part can increase the shear resistance of the prefabricated wall due to the fact that the shear resistant structural component is arranged in the first wall; in addition, the assembly between the first wall body and the second wall body can be facilitated by utilizing the connecting assembly; in addition, because the fresh air component is directly processed in the first wall body, the difficulty of fresh air in subsequent construction is saved; moreover, because be provided with the supplementary mounting structure of water pipeline in first wall body, be provided with the supplementary mounting structure of electric wire in the second wall body, so can directly arrange for water pipeline and electric wire and make suitable structure setting, avoid the difficulty of follow-up row electric wire and drain pipe.
The preferred, shear structure subassembly includes horizontal steel reinforcement cage, two vertical steel reinforcement cages and two supplementary concrete cushion blocks, horizontal steel reinforcement cage level set up in the first wall body, two the vertical setting of vertical steel reinforcement cage symmetry is in the first wall body, horizontal steel reinforcement cage and two vertical steel reinforcement cage ties up fixedly, two through the steel wire the upper and lower both sides of vertical steel reinforcement cage are salient respectively first wall body, supplementary concrete cushion block is located the lower extreme of first wall body and with vertical steel reinforcement cage integrated into one piece, horizontal steel reinforcement cage, two vertical steel reinforcement cage and integrated into one piece is pour between the first wall body.
Through adopting above-mentioned technical scheme, this structural component that shears has good ability of shearing, can increase the bending resistance, the antitorque performance of first wall body through pour horizontal reinforcement cage of shaping and vertical reinforcement cage in first wall body, and supplementary concrete cushion can make things convenient for the location installation of first wall body, and adopts the mode of pouring the shaping to make things convenient for batch production.
The preferred, coupling assembling includes two precast concrete inserted columns, two first slots, two supplementary inserted bars and two second slots, two the precast concrete inserted column integrative casting shaping respectively is two the top of vertical steel reinforcement cage, two first slot is seted up respectively supply two in the second wall precast concrete inserted column embedding, two supplementary inserted bar is in the shaping is poured respectively in the second wall, two supplementary inserted bar protrusion respectively in the second wall, two the second slot is seted up respectively first wall top supplies two supplementary inserted bar embedding.
Through adopting above-mentioned technical scheme, it is fixed to utilize coupling assembling can conveniently realize the location of first wall body and second wall body, inserts the post through inserting precast concrete to first slot, will assist the inserted bar to imbed to the second slot, can realize the fixed of first wall body and second wall body, and is convenient reliable.
Preferably, the fresh air component comprises an empty slot, a stainless steel box body, a plurality of air exchange ports, a partition plate and a plurality of grid baffle plates, the empty slot is formed in the first wall body, the stainless steel box body is embedded in the empty slot, the air exchange ports are formed in the stainless steel box body respectively, the partition plate is embedded in the first wall body, and the grid baffle plates are embedded and fixed in the partition plate and located in the plurality of air exchange ports in opposite positions.
Through adopting above-mentioned technical scheme, new trend subassembly is when using, and it can be through stainless steel box one end air inlet to can be from the air change mouth air-out on the stainless steel box, the setting of baffle and grid baffle can increase the dust-blocking effect.
Preferably, the auxiliary fixing assembly comprises a concrete clamping block, dovetail insertion parts and two protruding insertion parts, the concrete clamping block is embedded in two sides of the stainless steel box body in the hollow groove, the dovetail insertion parts and the two protruding insertion parts are integrally cast and formed with the concrete clamping block, and the dovetail insertion parts and the two protruding insertion parts are respectively inserted into the first wall body.
Through adopting above-mentioned technical scheme, utilize supplementary fixed subassembly to fix the stainless steel box, can fix the stainless steel box through inserting the concrete clamp splice and establish in the dead slot, utilize forked tail portion of inserting and protrusion portion of inserting can be with providing the firm nature that the concrete clamp splice is fixed.
Preferably, the auxiliary water pipeline installation structure comprises a pipe guiding groove, a protection groove plate and an inserting strip, the pipe guiding groove is formed in one side of the first wall, the protection groove plate is fixedly embedded in the pipe guiding groove, the inserting strip and the protection groove plate are integrally formed, and the inserting strip is fixedly embedded in the wall of the pipe guiding groove.
Through adopting above-mentioned technical scheme, can make things convenient for the water pipe to put into through seting up the inlet pipe groove in advance, the protection frid can prevent that water direct infiltration from first wall body when the water pipe breaks, inlays the structural stability that the strip can improve the protection frid.
Preferably, the auxiliary wire installation structure includes a wire way and a plurality of wire way through holes, the wire way is provided at one side of the second wall, and the plurality of wire way through holes are provided at the bottom of the wire way and penetrate through the second wall.
Through adopting above-mentioned technical scheme, can make things convenient for the electric wire to lay through seting up the wire way, the wire casing is perforated and can be conveniently communicate the electric wire of second wall body both sides and pass.
Preferably, a sinking groove is formed in one surface, close to the first wall, of the second wall, and epoxy resin is filled in the sinking groove and a gap between the first wall and the second wall.
Through adopting above-mentioned technical scheme, can increase the compactness that first wall body and second wall body are connected through filling epoxy in heavy groove department.
Preferably, the main body of the stainless steel box body is T-shaped, and the air inlet end at the belly of the stainless steel box body is provided with a streamline cambered surface.
Through adopting above-mentioned technical scheme, the stainless steel box body that adopts T shape can guarantee to minimize the influence to first wall structure intensity under the good prerequisite of assurance new trend.
In summary, the invention mainly has the following beneficial effects:
the detachable assembled concrete prefabricated part can increase the shear resistance of the prefabricated wall because the shear-resistant structural component is arranged in the first wall body; in addition, the assembly between the first wall body and the second wall body can be facilitated by utilizing the connecting assembly; in addition, because the fresh air component is directly processed in the first wall body, the difficulty of fresh air in subsequent construction is saved; moreover, because be provided with the supplementary mounting structure of water pipeline in first wall body, be provided with the supplementary mounting structure of electric wire in the second wall body, so can directly arrange for water pipeline and electric wire and make suitable structure setting, avoid the difficulty of follow-up row electric wire and drain pipe.
Drawings
FIG. 1 is one of the schematic structural diagrams of the present invention;
FIG. 2 is a second schematic structural diagram of the present invention;
FIG. 3 is an enlarged view taken at A in FIG. 2;
FIG. 4 is a structural cross-sectional view of the present invention;
FIG. 5 is a schematic structural view of the present invention showing a shear structure assembly;
FIG. 6 is a structural cross-sectional view of the present invention showing a shear structural assembly.
Reference numerals: 1. a first wall; 2. a shear resistant structural assembly; 11. a second wall; 3. a connecting assembly; 4. a fresh air component; 5. an auxiliary fixing component; 6. a water line auxiliary mounting structure; 7. an electric wire auxiliary mounting structure; 21. a horizontal reinforcement cage; 22. a vertical reinforcement cage; 23. an auxiliary concrete pad; 31. prefabricating concrete inserting columns; 32. a first slot; 33. an auxiliary insertion rod; 34. a second slot; 41. an empty groove; 42. A stainless steel box body; 43. an air exchanging port; 44. a partition plate; 45. a grid baffle; 51. a concrete clamp block; 52. A dovetail insertion part; 53. a protruding plug-in part; 61. a pipe guiding groove; 62. protecting the slot plate; 63. embedding the cutting; 71. A wire way; 72. perforating a wire groove; 111. sinking the tank; 112. and (3) epoxy resin.
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.
Example 1
Referring to fig. 1, 2 and 4, a detachable assembled concrete precast member mainly includes the following parts:
a first wall 1 serving as a foundation support;
a shear structural assembly 2 disposed in the first wall body 1 for increasing the strength and shear resistance of the first wall body 1;
disassembling the second wall body 11 connected to the top of the first wall body 1;
the connecting component 3 is used for connecting and fixing the first wall body 1 and the second wall body 11;
the fresh air component 4 is arranged in the first wall body 1;
the auxiliary fresh air component 4 is fixed by an auxiliary fixing component 5;
a water pipeline auxiliary mounting structure 6 pre-arranged in the first wall body 1;
and an electric wire auxiliary mounting structure 7 preset in the second wall body 11.
Referring to fig. 1, 2 and 4, the detachably assembled concrete prefabricated part can increase the shear resistance of the prefabricated wall due to the shear resistant structural assembly 2 provided in the first wall 1; in addition, the assembly between the first wall body 1 and the second wall body 11 can be facilitated by using the connecting assembly 3; in addition, because the fresh air component 4 is directly processed in the first wall body 1, the difficulty of fresh air in subsequent construction is saved; furthermore, because the water pipeline auxiliary mounting structure 6 is arranged in the first wall body 1, and the electric wire auxiliary mounting structure 7 is arranged in the second wall body 11, the proper structural arrangement can be directly made for the arrangement of the water pipeline and the electric wire, and the difficulty of subsequent electric wire and water drainage pipes is avoided.
Referring to fig. 1, 5 and 6, the shear structure assembly 2 includes a horizontal reinforcement cage 21, two vertical reinforcement cages 22 and two auxiliary concrete pads 23, the horizontal reinforcement cage 21 is horizontally disposed in the first wall 1, the two vertical reinforcement cages 22 are symmetrically and vertically disposed in the first wall 1, the horizontal reinforcement cage 21 and the two vertical reinforcement cages 22 are bound and fixed by steel wires, the upper and lower sides of the two vertical reinforcement cages 22 respectively protrude out of the first wall 1, the auxiliary concrete pads 23 are located at the lower end of the first wall 1 and are integrally cast with the vertical reinforcement cages 22, and the horizontal reinforcement cage 21, the two vertical reinforcement cages 22 and the first wall 1 are integrally cast; this shear structure subassembly 2 has good ability of shearing, can increase the bending resistance of first wall body 1, antitorque performance through pour horizontal reinforcement cage 21 of shaping and vertical reinforcement cage 22 in first wall body 1, and supplementary concrete cushion 23 can make things convenient for the location installation of first wall body 1, and adopts the mode of pouring the shaping to make things convenient for batch production.
Referring to fig. 1, 2 and 4, the connection assembly 3 includes two precast concrete insert columns 31, two first slots 32, two auxiliary insert rods 33 and two second slots 34, the two precast concrete insert columns 31 are respectively integrally cast at the top ends of the two vertical steel reinforcement cages 22, the two first slots 32 are respectively formed in the second wall 11 for the two precast concrete insert columns 31 to be embedded, the two auxiliary insert rods 33 are respectively cast in the second wall 11, the two auxiliary insert rods 33 respectively protrude from the second wall 11, and the two second slots 34 are respectively formed in the top of the first wall 1 for the two auxiliary insert rods 33 to be embedded; utilize coupling assembling 3 can conveniently realize that the location of first wall body 1 and second wall body 11 is fixed, insert first slot 32 through inserting precast concrete post 31, will assist inserted bar 33 to imbed to second slot 34, can realize the fixed of first wall body 1 and second wall body 11, convenient and reliable.
Referring to fig. 1, 5 and 6, the fresh air module 4 includes an empty slot 41, a stainless steel box 42, a plurality of air exchanging ports 43, a partition 44 and a plurality of grid baffles 45, the empty slot 41 is disposed in the first wall 1, the stainless steel box 42 is embedded in the empty slot 41, the plurality of air exchanging ports 43 are disposed on the stainless steel box 42 respectively, the partition 44 is embedded in the first wall 1, and the plurality of grid baffles 45 are embedded in the partition 44 respectively and are fixed in the partition 44 and located at opposite positions of the plurality of air exchanging ports 43; when new trend subassembly 4 was using, it can be through stainless steel box 42 one end air inlet to can be from the air change mouth 43 air-out on the stainless steel box 42, baffle 44 and grid baffle 45's setting can increase the dust-retaining effect.
Referring to fig. 1 and 2, the auxiliary fixing assembly 5 includes a concrete block 51, a dovetail insertion portion 52 and two protrusion insertion portions 53, the concrete block 51 is embedded at two sides of the stainless steel box 42 in the empty slot 41, the dovetail insertion portion 52 and the two protrusion insertion portions 53 are respectively integrally cast with the concrete block 51, and the dovetail insertion portion 52 and the two protrusion insertion portions 53 are respectively inserted into the first wall 1; the stainless steel box body 42 can be fixed by the auxiliary fixing component 5, the stainless steel box body 42 can be fixed by inserting the concrete clamping block 51 into the empty groove 41, and the firmness of fixing the concrete clamping block 51 can be provided by the dovetail insertion part 52 and the protrusion insertion part 53.
Referring to fig. 2 and 3, the water line auxiliary installation structure 6 includes a pipe guiding groove 61, a protection groove plate 62 and an inserting strip 63, the pipe guiding groove 61 is opened at one side of the first wall 1, the protection groove plate 62 is inserted and fixed in the pipe guiding groove 61, the inserting strip 63 and the protection groove plate 62 are integrally formed, and the inserting strip 63 is inserted and fixed in the groove wall of the pipe guiding groove 61; can make things convenient for the water pipe to put into through seting up the inlet pipe groove 61 in advance, the protection frid 62 can prevent that water direct infiltration from first wall body 1 when the water pipe breaks, inlays the structural stability that the strip 63 can improve protection frid 62.
Referring to fig. 1 and 2, the auxiliary wire mounting structure 7 includes a wire slot 71 and a plurality of slot through holes 72, the wire slot 71 is formed on one side of the second wall 11, and the slot through holes 72 are respectively formed at the bottom of the wire slot 71 and penetrate through the second wall 11; the wiring groove 71 is formed to facilitate the wiring laying, and the wiring groove through hole 72 is formed to facilitate the wiring passing through the two sides of the second wall 11.
Referring to fig. 1, 2 and 4, a sinking groove 111 is formed in one surface of the second wall 11 close to the first wall 1, and epoxy resin 112 is filled in the sinking groove 111 and the gap between the first wall 1 and the second wall 11; the tightness of the connection between the first wall 1 and the second wall 11 can be increased by filling the epoxy resin 112 at the sunken groove 111.
Referring to fig. 5 and 6, the main body of the stainless steel box 42 is T-shaped, and the air inlet end at the belly of the stainless steel box 42 has a streamline cambered surface; the T-shaped stainless steel box 42 can ensure that the influence on the structural strength of the first wall 1 is reduced as much as possible on the premise of ensuring good fresh air.
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 (9)

1. The utility model provides a but concrete prefabricated component of split equipment which characterized in that: the method comprises the following steps:
a first wall (1) used as a foundation support;
a shear structural assembly (2) disposed within the first wall (1) for increasing the strength and shear resistance of the first wall (1);
disassembling a second wall body (11) connected to the top of the first wall body (1);
the connecting component (3) is used for connecting and fixing the first wall body (1) and the second wall body (11);
the fresh air component (4) is arranged in the first wall body (1);
an auxiliary fixing component (5) for assisting the fresh air component (4) to fix;
a water line auxiliary mounting structure (6) pre-arranged in the first wall (1);
and the auxiliary electric wire mounting structure (7) is preset in the second wall body (11).
2. A detachably assembled precast concrete member according to claim 1, wherein: shear structure subassembly (2) include horizontal reinforcement cage (21), two vertical reinforcement cages (22) and two supplementary concrete cushion (23), horizontal reinforcement cage (21) level set up in first wall body (1), two the vertical setting of vertical reinforcement cage (22) symmetry is in first wall body (1), horizontal reinforcement cage (21) and two vertical reinforcement cage (22) are tied up fixedly, two through the steel wire the upper and lower both sides of vertical reinforcement cage (22) are salient respectively first wall body (1), supplementary concrete cushion (23) are located the lower extreme of first wall body (1) and with vertical reinforcement cage (22) integrated into one piece, horizontal reinforcement cage (21), two vertical reinforcement cage (22) and integrated into one piece between first wall body (1).
3. A detachably assembled precast concrete member according to claim 2, wherein: coupling assembling (3) include that two precast concrete insert post (31), two first slot (32), two supplementary inserted bar (33) and two second slot (34), two precast concrete insert post (31) integrative casting shaping respectively is two the top of vertical steel reinforcement cage (22), two first slot (32) are seted up respectively supply two in second wall body (11) precast concrete insert post (31) embedding, two supplementary inserted bar (33) are pour the shaping respectively and are in second wall body (11), two supplementary inserted bar (33) protrusion respectively in second wall body (11), two second slot (34) are seted up respectively first wall body (1) top supplies two supplementary inserted bar (33) embedding.
4. A detachably assembled precast concrete member according to claim 1, wherein: fresh air subassembly (4) are traded wind gap (43), baffle (44) and a plurality of grid baffle (45) including dead slot (41), stainless steel box (42), a plurality of, dead slot (41) are seted up in first wall body (1), stainless steel box (42) are inlayed and are established in dead slot (41), a plurality of trade wind gap (43) and set up respectively on stainless steel box (42), baffle (44) are inlayed and are established in first wall body (1), a plurality of grid baffle (45) are inlayed respectively and are established and fix in baffle (44) and be located a plurality of trade the position of wind gap (43) is relative.
5. A detachably assembled precast concrete unit according to claim 4, wherein: supplementary fixed subassembly (5) include concrete clamp splice (51), forked tail portion of inserting (52) and two protrusion portions of inserting (53), concrete clamp splice (51) are inlayed and are located in dead slot (41) stainless steel box (42) both sides, forked tail portion of inserting (52) and two protrusion portions of inserting (53) respectively with integrated casting shaping between concrete clamp splice (51), forked tail portion of inserting (52) and two protrusion portions of inserting (53) are pegged graft respectively in first wall body (1).
6. A detachably assembled precast concrete member according to claim 1, wherein: supplementary mounting structure of water pipeline (6) include lead pipe groove (61), protection frid (62) and inlay and insert strip (63), lead pipe groove (61) are seted up first wall body (1) one side, protection frid (62) are inlayed and are established and fix in lead pipe groove (61), inlay and insert strip (63) with integrated into one piece between protection frid (62), inlay and insert strip (63) and inlay and establish and fix lead pipe groove (61) cell wall.
7. A detachably assembled precast concrete member according to claim 1, wherein: the auxiliary wire mounting structure (7) comprises a wire groove (71) and a plurality of wire groove through holes (72), wherein the wire groove (71) is formed in one side of the second wall body (11), and the wire groove through holes (72) are formed in the bottom of the wire groove (71) and penetrate through the second wall body (11).
8. A detachably assembled precast concrete member according to claim 3, wherein: one surface of the second wall body (11) close to the first wall body (1) is provided with a sunken groove (111), and the sunken groove (111) and a gap between the first wall body (1) and the second wall body (11) are filled with epoxy resin (112).
9. A detachably assembled precast concrete unit according to claim 4, wherein: the main body of the stainless steel box body (42) is T-shaped, and the air inlet end at the belly of the stainless steel box body (42) is provided with a streamline cambered surface.
CN202011183041.0A 2020-10-29 2020-10-29 But concrete prefabricated component of split equipment Pending CN112302200A (en)

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Application Number Priority Date Filing Date Title
CN202011183041.0A CN112302200A (en) 2020-10-29 2020-10-29 But concrete prefabricated component of split equipment

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Application Number Priority Date Filing Date Title
CN202011183041.0A CN112302200A (en) 2020-10-29 2020-10-29 But concrete prefabricated component of split equipment

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CN112302200A true CN112302200A (en) 2021-02-02

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