CN111636559B - Prefabricated member for prefabricated building and special equipment - Google Patents

Prefabricated member for prefabricated building and special equipment Download PDF

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Publication number
CN111636559B
CN111636559B CN202010581173.2A CN202010581173A CN111636559B CN 111636559 B CN111636559 B CN 111636559B CN 202010581173 A CN202010581173 A CN 202010581173A CN 111636559 B CN111636559 B CN 111636559B
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China
Prior art keywords
prefabricated
bolt
prefab
adjusting
limiting plate
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CN202010581173.2A
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Chinese (zh)
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CN111636559A (en
Inventor
孔露露
刘世仿
周晓英
林明理
余平伟
王淑桃
王恒之
邢兴杰
李昂
王�琦
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Henan Provincial Academy Of Building Research Co ltd
Zhengzhou University Multi Functional Design And Research Academy Ltd
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Henan Provincial Academy Of Building Research Co ltd
Zhengzhou University Multi Functional Design And Research Academy Ltd
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Priority to CN202010581173.2A priority Critical patent/CN111636559B/en
Publication of CN111636559A publication Critical patent/CN111636559A/en
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    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • 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
    • E04C5/165Coaxial connection by means of sleeves
    • 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
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/162Handles to carry construction blocks

Abstract

The utility model provides an assembled building prefab and professional equipment, belong to assembled building technical field, an assembled building prefab is disclosed, including the prefab body with lay at this internal framework of steel reinforcement of prefab, the side edge department is provided with connection structure about the prefab body, connection structure links into an integrated entity with framework of steel reinforcement, connection structure includes mounting and connecting piece, framework of steel reinforcement is including setting up two central reinforcing bar nets between two mountings of homonymy and/or set up two face side reinforcing bar nets in two mountings outsides of homonymy respectively, an assembled building prefab professional equipment is still disclosed, use with the cooperation of above-mentioned assembled building prefab. The invention has stable strength, high working efficiency, good safety performance and obvious effects of energy conservation, emission reduction and consumption reduction, greatly innovates the fields of assembly buildings, building structures, water supply and drainage and electricity, and is worthy of popularization and application.

Description

Prefabricated member for prefabricated building and special equipment
Technical Field
The invention belongs to the technical field of fabricated buildings, and particularly relates to a fabricated part of a fabricated building and special equipment matched with the fabricated part.
Background
Reinforced concrete is a composite material which works together to improve the mechanical properties of concrete by adding reinforcing mesh, steel plates or fibers to the concrete. The reinforced concrete is popular among people due to the advantages of small stress, strong cohesive force, high tensile and compressive strength, acid and alkali corrosion resistance and the like, and is widely applied to construction of various scales as a basic building material.
The existing reinforced concrete building adopts a cast-in-place technology, a cage is formed by weaving reinforcing steel bars in a construction site, concrete is poured after the cage is wrapped by a template, and construction is continued after the concrete is condensed. Based on the above problems, people are beginning to search for new construction methods to try to avoid and solve.
The prefabricated building is a construction idea, interests of people begin to be aroused at the beginning of the 20 th century, the prefabricated building components are transported to a construction site to be assembled, the building is easily formed, the building speed is high, the production cost is low, the environmental pollution is low, and the prefabricated building is popularized and used by people. However, due to the current building level and material limitation, the early assembled building has a rather stiff appearance, is uniform, has insufficient strength, can only be applied to low-rise buildings, is not strict in prefabricated part design, has insufficient overall quality, has considerable defects compared with the 60-year shelf life of the traditional reinforced concrete building, and is difficult to meet the requirements of people.
With the continuous maturity of building construction concept and the continuous optimization of construction technology and construction materials, the prefabricated buildings have long-term progress, the nation also starts to popularize the implementation of the prefabricated buildings, the industrial building evaluation standard is released in 2015, the comprehensive national popularization of the prefabricated buildings is determined in 2016, breakthrough progress is achieved, the industry standard of the prefabricated concrete structure technical specification is released in 2014 by the housing and urban and rural construction department, and the national standard of the prefabricated concrete structure technical standard is released by the joint quality supervision, inspection and quarantine bureau in 2017 by the housing and urban and rural construction department.
However, various defects still exist in the fabricated building at the present stage, in the hoisting process of the columns, the wall boards, the laminated floor boards and the like of the fabricated structure of the building, in order to be connected stably, different connection measures are adopted according to different positions, for example, different connection measures are adopted between the columns or the wall boards and the cast-in-place layers, steel bars at one ends of the cast-in-place layers are exposed, sleeve jacks are arranged at corresponding positions of the columns or the wall boards, and are connected and fixed through a sleeve grouting process, when the columns or the wall boards are installed, a crane worker needs to suspend the prefabricated members to about 1m above the specified positions according to instructions or experiences of ground personnel, then the prefabricated members are manually shifted to adjust the positions through ground workers, the prefabricated members slowly fall down, and then the ends of the steel bars of the cast-in-place layers are inserted into the sleeve jacks of the columns or the, then, the seam is plugged and grouted to plug the seam, so that the requirements on the experience and the process level of workers are high, and meanwhile, the judgment standards of different workers are different, so that the connection quality is not uniform, the stress distribution of a building body is influenced, the prefabricated part has great threat to the life safety of ground workers in the hoisting and landing processes, the prefabricated part can easily touch the ground workers, and the prefabricated part is pushed down and even has accidents of crushing, falling and the like; some methods of adopting the template grout in node area between the wallboard, accomplish the back with the connection of each part in node area through setting up a lot of connecting reinforcement spare, pour concrete with the template shutoff, accomplish the reinforced concrete of node area and pour at present, node area connection structure is complicated, the operation process is loaded down with trivial details, the distribution of connecting reinforcement spare and the pouring process of concrete are because the node area is difficult to observe the scheduling problem, make the inhomogeneous condition of pouring structure appear very easily, make the node area can't play corresponding effect, be difficult to effectual stress between each part of connection and balance, seriously influence building body quality. In addition, the arrangement of water and electricity pipelines is not considered at all in the existing fabricated building, the water and electricity pipelines are all arranged outside the prefabricated concrete member after the prefabricated concrete member is assembled, so that after the building is completed, part of the pipelines are wholly or partially exposed outside the wall body, the arrangement is not firm, the fireproof and waterproof effects are poor, the arrangement of the pipelines in the building is influenced, the stability and the safety coefficient are reduced, and the interior decoration of the product is influenced.
Disclosure of Invention
In order to solve the defects of the prior art, the invention provides an assembly type building prefabricated part and special equipment, which are applied to the construction of an assembly type building.
The technical problem to be solved by the invention is realized by the following technical scheme:
the invention discloses an assembled building prefabricated member, which comprises a prefabricated member body and a reinforcement cage paved in the prefabricated member body, wherein the prefabricated member body is formed by pouring concrete; the preform body includes a pipeline mounting structure for mounting a hydroelectric conduit.
The connecting structure comprises a fixing part and a connecting part, wherein the fixing part is positioned outside the prefabricated part body and is two angle steels arranged in a back direction, one sides of the two angle steels are positioned on the same plane, the other sides of the two angle steels are parallel to each other and are inserted into and fixed in the prefabricated part body, a gap is reserved between the two fixing parts, the connecting part is in a sheet shape and is embedded in the prefabricated part body and respectively connected with the fixing part and the reinforcement cage, and the fixing part corresponds to the connecting part one by one.
In the invention, two rows of bolt holes are uniformly formed in the part, embedded into the prefabricated part body, of the fixing part, the two rows of bolt holes are correspondingly formed in one side and the middle part of the connecting part, the long bolts of the prefabricated part penetrate through the two fixing parts and the two connecting parts and are fixedly connected with the steel reinforcement framework, the bolt holes are formed in the other side of the connecting part, and the long bolts of the prefabricated part penetrate through the two connecting parts and are fixedly connected with the steel reinforcement framework.
Furthermore, the ends of the steel reinforcement framework positioned at the left side and the right side of the prefabricated member body are hidden and do not exceed the side plane of the prefabricated member body.
In the invention, the lower end of the reinforcement cage positioned on the prefabricated part body is provided with a grouting sleeve, and the reinforcement cage is connected with the sleeve reinforcement end of the lower layer structure through a sleeve grouting process.
A special device for an assembly type building prefabricated part is a detachable positioner arranged on the left side and the right side of the assembly type building prefabricated part, the positioner comprises positioner single bodies matched in pairs, each positioner single body comprises vertical limiting plates, each limiting plate is of a right-angle steel structure, the two sides of each limiting plate are attached to the two sides of a fixer of the prefabricated part, the positioner single bodies matched in pairs are symmetrically arranged in a back-to-back mode, one sides of the two limiting plates are on the same plane and are parallel to the left side and the right side of a prefabricated part body, the other sides of the limiting plates are arranged in parallel and are positioned between two fixing parts of a prefabricated part connecting structure, inner thread adjusting sleeves are respectively fixed on the mutually parallel sides of the limiting plates, the inner thread adjusting sleeves of the two corresponding limiting plates are oppositely arranged, an outer thread adjusting bolt is arranged in the two, the thread directions at the two ends of the adjusting bolt are matched with the thread directions of the two internal thread adjusting sleeves.
In the invention, the middle section of the adjusting bolt is of a hexagonal prism structure, and the adjusting bolt is buckled on the middle section of the adjusting bolt through an adjusting wrench for adjustment.
Further, the work end of adjusting wrench includes interlock portion and protection part, and the work end is the door font structure of semi-encirclement, and the protection part is located the periphery of semi-encirclement structure, and the interlock portion is located the protection part, and interlock portion thickness is less than the protection part, and interval between the two arms of protection part is greater than internal thread adjusting sleeve's external diameter, and the other end of adjusting wrench is adjustment handle, and it is rotatory to make adjusting wrench drive adjusting bolt through pulling adjustment handle, screws or screw out internal thread adjusting sleeve, and then adjusts the interval between two locator monomers.
According to the invention, a measuring nut is fixed on one side of the limiting plate parallel to the left side surface and the right side surface of the prefabricated part, a measuring screw rod penetrates through the measuring nuts of the two locator single bodies matched in pairs, the distance between the two locator single bodies is measured, and the measuring nuts are matched with an adjusting bolt to keep the structure stability of the locator.
In the invention, the lower end of the limiting plate is provided with a positioning plate, the positioning plate is provided with a positioning slit, the direction of the positioning slit is consistent with that of the prefabricated reinforcement mesh, and the positioning slit penetrates through the ends of at least two sleeve reinforcements of the lower layer structure.
Furthermore, the positioning plate is provided with a mounting bolt detachably connected with the lower layer structure.
According to the invention, the positioner is further provided with a clamping structure, the clamping structure is arranged between the limiting plate of the positioner and the fixing piece of the prefabricated part and clamps the edge of the fixing piece, the clamping structure comprises a rotating piece and an anchor bolt, the rotating piece is of a roller structure, the rotating piece rotates around the anchor bolt by taking the anchor bolt as a shaft, one end of the anchor bolt is fixed on the sliding block, a sliding way is arranged at the corresponding position of the limiting plate, the sliding block freely moves in the sliding way, a compression spring is arranged in the sliding way, one end of the compression spring is fixedly connected with the sliding way, the other end of the compression spring is fixedly connected with the sliding block, and the sliding.
Further, the front end that rotates the piece is the toper platform, and the back end that rotates the piece is cylindrical, rotates and is provided with the friction pad between piece and the limiting plate, and the friction pad is worn to establish free rotation on the crab-bolt.
Compared with the prior art, the invention has the advantages that:
the connecting structures are arranged on the left side and the right side of the prefabricated part, the fixing part is matched with the connecting piece and the steel reinforcement framework, so that the structural strength of the left side and the right side of the prefabricated part is effectively enhanced, the fixing part is firmly fixed, the compression resistance and tensile resistance of the fixing part are improved, the strength stability of the structure can be ensured when the prefabricated part is matched with other structures through the connecting structures, the advantages of an assembly type building are effectively shown, and the effects of energy conservation, emission reduction and consumption reduction are remarkable;
the positioner is matched with the fixing piece of the prefabricated part, when the prefabricated part is suspended above the mounting position through a crane, the falling track of the prefabricated part can be effectively limited, the positioner is matched with the sleeve steel bar end of the lower-layer structure, the falling position of the prefabricated part is further positioned, and the falling precision and the falling efficiency are high;
the matching of the positioner and the prefabricated member also can ensure that the prefabricated member does not need to be shifted below by a worker to try to position in the falling process, thereby greatly improving the safety performance and effectively avoiding the contact injury and possible subsequent injury of the prefabricated member to the worker in the suspension falling process;
the clamping mechanism on the positioner effectively slows down the falling speed of the prefabricated member, greatly reduces the operation difficulty of crane operators in the process of hanging and falling the prefabricated member, and facilitates the positioning and the insertion of the grouting sleeve in the process of falling the prefabricated member;
the reinforcement structure when the mounting specific structure of prefab makes the node district utilize the template to pour is simple relatively, can realize the connection and the stress distribution between each prefab of node district through less reinforcement, and then makes the concrete drop smoothly when pouring, reduces to block up etc. and leads to the inhomogeneous condition of concrete distribution structure to take place.
The water and electricity pipelines preset on the prefabricated member are distributed, so that convenient conditions are provided for later decoration, and the waterproof and insulating safety performance is good.
Drawings
FIG. 1 is a schematic view of a partial cross-sectional structure of a preform of the present invention;
FIG. 2 is a schematic cross-sectional structure of a preform of the present invention;
FIG. 3 is an exploded view of a connection structure of the preform of the present invention;
FIG. 4 is a schematic cross-sectional structure of example 2 of a preform according to the present invention;
FIG. 5 is a schematic cross-sectional structure of example 3 of a preform of the present invention;
FIG. 6 is a schematic view of a retainer according to the present invention;
FIG. 7 is a schematic view of the fitting connection position of the retainer and the preform according to the present invention;
FIG. 8 is a side view of FIG. 7;
FIG. 9 is a schematic view of a single positioner of the present invention;
FIG. 10 is a schematic view of an adjustment structure between the positioner units of the present invention;
FIG. 11 is a schematic view of the cross-sectional structure A-A of FIG. 10;
FIG. 12 is a schematic view of an adjustment wrench according to the present invention;
FIG. 13 is a schematic view of a fixture clamping mechanism of the present invention;
FIG. 14 is a left side view of FIG. 13;
figure 15 is a schematic view of the installation of a prefabricated hydroelectric pipeline according to the invention;
figure 16 is an outline view of a prefabricated hydroelectric pipeline installation of the present invention;
FIG. 17 is an enlarged view of a portion of the structure of FIG. 15;
FIG. 18 is a view of the prefabricated hydroelectric pipeline installation structure of the present invention in a state where no pipeline is installed;
FIG. 19 is a schematic view of a precast member installation node area formwork casting reinforcement of the present invention;
FIG. 20 is a schematic view of another form-work reinforcement for the installed node area of the prefabricated member of the present invention.
In the figure: the prefabricated member comprises a prefabricated member body 1, a steel reinforcement framework 2, a central steel reinforcement mesh 21, a face-side steel reinforcement mesh 22, a connecting structure 3, a fixing piece 31, a connecting piece 32, a long prefabricated member bolt 33, a locator single body 4, a limiting plate 41, a locating plate 42, a measuring screw 43, a locating slit 44, a sleeve steel reinforcement end 45, a mounting bolt 46, a measuring screw 47, an internal thread adjusting sleeve 51, an adjusting bolt 52, an engagement part 53, a protecting part 54, an adjusting handle 55, a clamping mechanism 6, a rotating piece 61, an anchor bolt 62, a sliding block 63, a sliding way 64, a compression spring 65, a friction pad 66, a grouting template 71, a template bolt 72, a vertical steel bar 73, a hoop rib 74, a pipeline mounting structure 8, a structure rib 81, a pipeline hoop rib 82, an extruded plate 83, an.
Detailed Description
The invention is further described below with reference to the drawings and specific preferred embodiments of the description, without thereby limiting the scope of protection of the invention.
Referring to fig. 1-3, the prefabricated member for the fabricated building comprises a prefabricated member body 1 and a reinforcement cage 2 laid in the prefabricated member body 1, wherein the prefabricated member body 1 is formed by pouring concrete, connecting structures 3 are arranged at the left side edge and the right side edge of the prefabricated member body 1, the connecting structures 3 are connected with the reinforcement cage 2 into a whole, each connecting structure 3 comprises a fixing piece 31 and a connecting piece 32, each fixing piece 31 is positioned at the outer side of the prefabricated member body 1 and is two angle steels arranged in a back direction, one side of each angle steel is positioned on the same plane, the other side of each angle steel is parallel to each other and is inserted into and fixed in the prefabricated member body 1, and a; the steel reinforcement framework 2 comprises a central reinforcing mesh 21 arranged between the two fixing pieces 31 on the same side and two face-side reinforcing meshes 22 respectively arranged outside the two fixing pieces 31 on the same side; the connecting pieces 32 are sheet-shaped and embedded in the prefabricated part body 1 and correspond to the fixing pieces 31 one by one, two rows of bolt holes are uniformly formed in the parts of the fixing pieces embedded in the prefabricated part body 1, two rows of bolt holes are correspondingly formed in one side and the middle of each connecting piece 32, the long bolts 33 of the prefabricated part penetrate through the two fixing pieces 31 and the two connecting pieces 32 and are fixedly connected with the central reinforcing mesh 21 and the face side reinforcing mesh 22 respectively, bolt holes are formed in the other side of each connecting piece 32, and the long bolts 33 of the prefabricated part penetrate through the two connecting pieces 32 and are fixedly connected with the central reinforcing mesh 21 and the face side reinforcing mesh 22.
The end that steel reinforcement framework 2 is located the 1 left and right sides of prefab body is hidden, does not surpass the side plane of prefab body 1, and the lower extreme that steel reinforcement framework 2 is located prefab body 1 sets up to the grout sleeve, is connected through sleeve grout technology with the sleeve reinforcing bar end 45 of substructure.
As shown in fig. 4, the prefabricated building preform according to example 2, in addition to the preform body 1 and the connecting structure 3, the steel skeleton 2 includes two face-side reinforcing mats 22 respectively disposed outside the two fixing members 31 on the same side, and the long prefabricated bolts 33 disposed in the two rows of bolt holes on one side and the middle portion of the connecting member 32 respectively penetrate the two fixing members 31 and the two connecting members 32 and are fixedly connected to the two face-side reinforcing mats 22, respectively, and the long prefabricated bolts 33 disposed in the bolt holes on the other side of the connecting member 33 are fixedly connected to the two face-side reinforcing mats 22.
As the fabricated building preform according to example 3, as shown in fig. 5, in addition to the preform body 1 and the connecting structure 3, the reinforcing cage 2 is provided with the central reinforcing mesh 21 between the two fixing members 31 on the same side, and the long bolts 33 of the preform provided in the two rows of bolt holes on one side and the middle portion of the connecting member 32 are respectively inserted through the two fixing members 31 and the two connecting members 32 and fixedly connected to the central reinforcing mesh 21, and the long bolts 33 of the preform provided in the bolt holes on the other side of the connecting member 33 are fixedly connected to the central reinforcing mesh 21.
Based on the fabricated building prefabricated member with the structure, as shown in fig. 5-12, the fabricated building prefabricated member special equipment comprises detachable locators arranged on the left side and the right side of the fabricated building prefabricated member, each locator comprises a locator single body 4 matched in pair, each locator single body 4 comprises a vertical limiting plate 41 and a locating plate 42 arranged at the lower end of each limiting plate 41, each limiting plate 41 is of a right-angle steel structure, two sides of each limiting plate 41 are attached to two sides of a fixer 31 of the prefabricated member, the locator single bodies 4 matched in pair are symmetrically arranged in a back-to-back mode, one side of each limiting plate 41 is arranged on one plane and is parallel to the left side surface and the right side surface of the prefabricated member body 1, and the other side of each limiting plate 1 is arranged in parallel and is located; the positioning plate 42 is provided with a positioning slit 44, the direction of the positioning slit 44 is consistent with that of the prefabricated steel bar mesh, at least two sleeve steel bar ends 45 of the lower layer structure penetrate through the positioning slit 44, and the positioning plate 42 is provided with a mounting bolt 46 detachably connected with the lower layer structure.
The parallel sides of the limiting plates 41 are respectively fixed with an internal thread adjusting sleeve 51, the two corresponding internal thread adjusting sleeves 51 of the limiting plates 41 are oppositely arranged, an external thread adjusting bolt 52 is arranged in the two internal thread adjusting sleeves 51 in a matching way, the thread directions of the two internal thread adjusting sleeves 51 are opposite, the thread directions of the two ends of the adjusting bolt 52 are matched with the thread directions of the two internal thread adjusting sleeves 51, the middle section of the adjusting bolt 52 is of a hexagonal prism structure, the adjusting bolt is buckled in the middle section of the adjusting bolt through an adjusting wrench for adjustment, the working end of the adjusting wrench comprises an occlusion part 53 and a protection part 55, the working end is of a semi-enclosed door-shaped structure, the protection part 55 is positioned at the periphery of the semi-enclosed structure, the occlusion part 53 is positioned in the protection part 55, the thickness of the occlusion part 53 is smaller than that of the protection part 55, and the, the other end of the adjusting wrench is an adjusting handle 54, the adjusting wrench drives the adjusting bolt 52 to rotate by pulling the adjusting handle 54, the adjusting bolt is screwed or screwed out of the internal thread adjusting sleeve 51, and then the distance between the two locator single bodies 4 is adjusted.
The limit plate 41 is fixed with a measuring nut 43 on one side parallel to the left and right sides of the prefabricated part body 1, a measuring screw 47 penetrates through the measuring nuts 43 of the two locator single bodies 4 matched in pairs, the distance between the two locator single bodies 4 is measured, and the measuring nuts are matched with an adjusting bolt 52 to keep the structure stability of the locator.
The limiting plate 41 is provided with a clamping structure 6, as shown in fig. 13 and 14, the clamping structure 6 is disposed between the limiting plate 41 and the fixing member 31, and clamps the edge of the fixing member 31, the clamping structure 6 includes a rotating member 61 and an anchor bolt 62, the rotating member 61 is of a roller structure, the front end of the rotating member is a conical table, the rear end of the rotating member is cylindrical, the rotating member 61 rotates around the anchor bolt 62 with the anchor bolt 62 as a shaft, one end of the anchor bolt 62 is fixed on a sliding block 63, a sliding way 64 is disposed at a corresponding position of the limiting plate 41, a compression spring 65 is disposed in the sliding way 64, one end of the compression spring 65 is fixedly connected with the sliding way 64, the other end of the compression spring 65 is fixedly connected with the sliding block 63, the sliding block 63 freely moves in the sliding way 64 under the pushing of the compression spring 65, a notch for moving the anchor bolt 62 is disposed on the surface of the limiting.
As an embodiment 4, the prefabricated member sometimes needs to be provided with a water and electricity pipeline, in fig. 15-18, the water and electricity pipeline 9 is provided by the pipeline installation structure 8, the pipeline installation structure 8 is provided on the surface layer or the middle part of the prefabricated member according to the requirement, in this embodiment, the pipeline installation structure 8 is provided on the surface layer of the prefabricated member, the pipeline installation structure 8 comprises two groups of structural ribs 81 connected with the face-side reinforcing mesh 22, a semicircular groove is provided between the two groups of structural ribs 81, a semicircular extruded plate 83 is provided in the semicircular groove, an isolation layer 84 is coated or filled on the inner surface of the extruded plate 83, the isolation layer 84 is used for accommodating the water and electricity pipeline 9, after the water and electricity pipeline 9 is installed, another group of semicircular extruded plates 83 and isolation layer 84 is provided on the other side of the water and electricity pipeline 9 opposite to the semicircular groove, a pipeline hoop 82 is, the two ends of the pipe stirrup 82 are connected with the structural ribs 81 on the two sides of the hydroelectric pipe 9 respectively, and surround the extruded plate 83 to fix the hydroelectric pipe 9. To cushion the pressure of the pipe stirrup 82 against the extruded plate 83, a hose is often placed around the pipe stirrup 82.
In the present invention, since the structures of the prefabricated components in practical application are not completely consistent, even the prefabricated wall panels as one of typical prefabricated components have different specifications, the internal prefabricated steel frameworks are different based on the prefabricated wall panels with different requirements, and referring to embodiments 3 to 5 of the present invention, that is, the prefabricated wall panels with three different strengths and internal structures (such as pipelines preset by requirements) can be respectively applied to common wall panels, shear walls, and the like.
When the invention is applied to the construction site of the fabricated building, the required prefabricated member is selected in advance, the positioner is applied, the distance between two matched positioner single bodies 4 is measured by adjusting the distance, the length on the measuring screw rod 47 is read out, then the positioner single bodies 4 can be fixed on the lower layer structure through the mounting bolts 46, the distance between the upper parts of the positioners is slightly larger than the measuring width, and the preparation work is finished at the moment. The crane suspends the prefabricated member above a specified position, after the lower end of the fixing member 31 of the prefabricated member falls into the upper part of the positioner, the positioner is pressed, the fixing member 31 slides into the middle section of the rotating member 61 along the front end of the rotating member 61, at the moment, the compression spring 65 pushes the slider, the rotating member 61 applies force to the edge of the fixing member 31, the prefabricated member is clamped by clamping the fixing member 31, then the adjusting wrench is pulled, the adjusting bolt 52 is rotated to enable the two opposite internal thread adjusting sleeves 51 to be mutually separated until the distance between the positioner monomers 4 is consistent with the preset distance, the measuring screw 54 is screwed out and then is arranged in the two measuring bolts 43 again, the prefabricated member is screwed and fastened, the prefabricated member can continue to fall to the bottom, the grouting sleeve is inserted backwards, then the adjusting wrench is pulled to enable the two opposite internal thread adjusting sleeves 51 to be close, and the mounting bolt 46 is dismounted, the retainer is pulled to both sides so that the positioning plate 42 is away from the sleeve rebar tip 45 and the fixing member 31 is disengaged from the grip of the rotating member 61 until the retainer is completely removed. Then, grouting material can be poured into the sleeve grouting, and the grouting hole and the grout outlet hole are blocked, so that the installation and the fixation of the prefabricated member are completed.
For the node area arrangement of the fabricated building, as shown in two node area structures in fig. 19-20, after a pouring template 71 is fixed through a template bolt 72, vertical steel bars fall down to the bending inner side of the fixing piece of the prefabricated piece and between two adjacent fixing pieces, 4-6 vertical steel bars fall down to the distance between two adjacent prefabricated pieces, and stirrups can be sleeved around the vertical steel bars. In addition, predetermine the hole on the mounting of prefab, the node district passes through the bolt or wears the muscle to connect through the hole to different prefabs, and the demand arrangement of reinforcement is still less, and the effect is more showing.
In summary, the fabricated building prefabricated part and the special equipment of the invention have been completely described by the preferred embodiments and the accompanying drawings, and have the advantages of stable strength, high working efficiency, good safety performance, and significant effects of energy saving, emission reduction and consumption reduction, and it is obvious that the related technical personnel can not change or properly change and combine the structure and the process described herein to realize the technology of the invention without departing from the content, the spirit and the scope of the invention. It is expressly intended that all such similar substitutes and modifications apparent to those skilled in the art are deemed to be within the spirit, scope and content of the invention.

Claims (5)

1. A kind of specialized equipment of the prefabricated member of prefabricated building, characterized by that: the positioner is detachably arranged on the left side and the right side of the prefabricated member, the prefabricated member comprises a prefabricated member body and a steel reinforcement framework laid in the prefabricated member body, the prefabricated member body is formed by pouring concrete, the left side edge and the right side edge of the prefabricated member body are provided with connecting structures, the connecting structures are connected with the steel reinforcement framework into a whole, the connecting structures on the two sides of the prefabricated member body are symmetrically distributed, the steel reinforcement framework comprises a central steel reinforcement mesh arranged between two fixing members on the same side and/or two face side steel reinforcement meshes respectively arranged on the outer sides of the two fixing members on the same side, the connecting structures comprise fixing members and connecting members, the fixing members are arranged on the outer side of the prefabricated member body and are two angle steels arranged in a back direction, one side of each angle steel is positioned on the same plane, the other side of each angle steel, the connecting pieces are sheet-shaped, are embedded in the prefabricated part body and are respectively connected with the fixing pieces and the reinforcement cage, and the fixing pieces correspond to the connecting pieces one by one; the positioner comprises positioner single bodies matched in pairs, each positioner single body comprises a vertical limiting plate which is of a right-angle steel structure, two sides of each limiting plate are attached to two sides of a fixing piece of the prefabricated part, the positioner single bodies matched in pairs are symmetrically arranged in a back-to-back manner, one side of each limiting plate is arranged on a plane and is parallel to the left side surface and the right side surface of the prefabricated part body, the other side of each limiting plate is arranged in parallel and is positioned between the two fixing pieces of the prefabricated part connecting structure, internal thread adjusting sleeves are respectively fixed on the parallel sides of the limiting plates, the internal thread adjusting sleeves of the two corresponding limiting plates are oppositely arranged, an external thread adjusting bolt is arranged in the two internal thread adjusting sleeves in a matched manner, the thread directions of the two internal thread adjusting sleeves are opposite, the thread directions of the two ends of the adjusting bolt are matched with, the adjusting wrench is buckled at the middle section of the adjusting bolt for adjustment, the working end of the adjusting wrench comprises an occlusion part and a protection part, the working end is of a semi-surrounding door-shaped structure, the protection part is positioned at the periphery of the semi-surrounding structure, the occlusion part is positioned in the protection part, the thickness of the occlusion part is smaller than that of the protection part, the distance between two arms of the protection part is larger than the outer diameter of the internal thread adjusting sleeve, the other end of the adjusting wrench is an adjusting handle, the adjusting wrench drives the adjusting bolt to rotate by pulling the adjusting handle, the internal thread adjusting sleeve is screwed or unscrewed, and then the distance between two locator monomers is adjusted; the prefab body is including the pipeline mounting structure who is used for installing water and electricity pipeline, pipeline mounting structure sets up on the top layer or the middle part of prefab, pipeline mounting structure sets up when the top layer of prefab, pipeline mounting structure includes two sets of structure muscle that are connected with face side reinforcing bar net, be provided with semicircle type groove between two sets of structure muscle, be provided with semi-circular extruded sheet in the semicircle groove, the internal surface coating of extruded sheet or packing have the isolation layer, be used for settling water and electricity pipeline in the isolation layer, water and electricity piping erection accomplishes the back, water and electricity pipeline is provided with another semi-circular extruded sheet and isolation layer for the another side in semicircle groove, the outside of extruded sheet still is provided with the pipeline stirrup, the both ends of pipeline stirrup are connected with the structure muscle of water and electricity pipeline both sides respectively, encircle outside the extruded sheet, fix water and electricity pipeline.
2. The special equipment for prefabricated building components according to claim 1, wherein: and measuring nuts are fixed on one side of the limiting plate parallel to the left side surface and the right side surface of the prefabricated part, and a measuring screw rod penetrates through the measuring nuts of the two locator monomers matched in pairs.
3. The special equipment for prefabricated building components according to claim 1, wherein: the lower end of the limiting plate is provided with a positioning plate, a positioning slit is formed in the positioning plate, the direction of the positioning slit is consistent with that of the prefabricated steel bar net, at least two sleeve steel bar ends of the lower layer structure penetrate through the positioning slit, and a mounting bolt detachably connected with the lower layer structure is arranged on the positioning plate.
4. The special equipment for prefabricated building components according to claim 1, wherein: still be provided with clamping structure on the locator, clamping structure sets up between the limiting plate of locator and the mounting of prefab, the edge of centre gripping mounting, clamping structure is including rotating piece and crab-bolt, it is the gyro wheel structure to rotate the piece, it uses the crab-bolt to rotate around the crab-bolt as the axle, the one end of crab-bolt is fixed on the slider, the slide has been seted up to the corresponding position of limiting plate, the slider freely moves in the slide, be provided with compression spring in the slide, compression spring's one end and slide fixed connection, compression spring's the other end and slider fixed connection, the slide is corresponding to the limiting plate set up the breach that supplies the crab-bolt.
5. The special equipment for prefabricated building components according to claim 4, wherein: the front end that rotates the piece is the toper platform, and the back end that rotates the piece is cylindrical, rotates and is provided with the friction pad between piece and the limiting plate, and the friction pad is worn to establish free rotation on the crab-bolt.
CN202010581173.2A 2020-06-23 2020-06-23 Prefabricated member for prefabricated building and special equipment Active CN111636559B (en)

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JP2009138341A (en) * 2007-12-03 2009-06-25 Sanko Techno Co Ltd Metallic expansion anchor
CN203603271U (en) * 2013-11-29 2014-05-21 湖北科翼建筑科技研究有限公司 Superimposed concrete slab joint seam structure
CN205329843U (en) * 2016-01-20 2016-06-22 南京工业大学 Connection system of wood - concrete integrated configuration
CN205894322U (en) * 2016-07-27 2017-01-18 浙江越宫钢结构有限公司 Shingle nail of joinable stair that veneer is connected
CN207538326U (en) * 2017-10-17 2018-06-26 中建八局第一建设有限公司 A kind of steel structure column with micromatic setting
CN209799363U (en) * 2019-01-24 2019-12-17 成都华阳建筑股份有限公司 Steel pipe stand top holds in palm
CN209874148U (en) * 2019-04-28 2019-12-31 张云龙 Assembled aerogel foam concrete thermal insulation wallboard

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