CN112854634B - Assembling method of assembled prefabricated staircase - Google Patents
Assembling method of assembled prefabricated staircase Download PDFInfo
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- CN112854634B CN112854634B CN202110324744.9A CN202110324744A CN112854634B CN 112854634 B CN112854634 B CN 112854634B CN 202110324744 A CN202110324744 A CN 202110324744A CN 112854634 B CN112854634 B CN 112854634B
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- prefabricated staircase
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 238000009434 installation Methods 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 description 6
- 210000002421 cell wall Anatomy 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- BSYNRYMUTXBXSQ-UHFFFAOYSA-N Aspirin Chemical compound CC(=O)OC1=CC=CC=C1C(O)=O BSYNRYMUTXBXSQ-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
- E04F11/035—Stairways consisting of a plurality of assembled modular parts without further support
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses an assembling method of an assembled prefabricated staircase, which comprises the following steps: it is fixed with the platform of going upstairs and going downstairs, hoist prefabricated staircase body to make the top link correspond with the platform of going upstairs, the bottom link corresponds with the platform of going downstairs, the location arch of rethread top link is fixed a position with the constant head tank of the platform of going upstairs to adjust behind the prefabricated staircase body respectively with top link and the platform of going upstairs, bottom link all fixed with the platform of going downstairs. According to the structure, the assembling method of the assembled prefabricated staircase is simple and convenient to operate for stair installation and assembly operators, and particularly facilitates the positioning and assembling of the prefabricated staircase and the upper and lower stair platforms; the assembly efficiency of assembling is very high, reduces operative employee's intensity of labour.
Description
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to an assembling method of an assembled type prefabricated staircase.
Background
In the course of the industrialized development of buildings in China, the assembled structure is widely applied. In the current traditional building construction process, most of the stair construction adopts a cast-in-place structure, the on-site formwork support of the traditional cast-in-place stair structure is difficult, the construction joint quality is not easy to control, the labor consumption and the wood consumption are large, the market labor price is continuously increased along with the continuous innovation and development of the building industry, the building cost is increased along with the continuous increase of the market labor price, the building industry is inevitably developed towards the industrialization and industrialization direction gradually, the assembly type building technology is matured and perfected, the assembly type modes used by the building industry are more and more, and the prefabricated stair is taken as a part which cannot be lost of the assembly type structure and is inevitably popularized and applied in a large scale.
In the existing assembly type stair installation engineering, the anchor of the assembly type stair is usually connected by cast-in-place concrete after the anchor of the embedded bolt is connected. The prefabricated stairway is connected by the embedded bolts, positioning difficulty is high in the installation process, installation accuracy is high, installation time and installation difficulty of the prefabricated components are increased, and requirements on skills of lifting installation workers are high.
The main reason is that after the prefabricated staircase is hoisted to a corresponding position by hoisting, the hoisted prefabricated staircase needs to be kept horizontal and cannot shake as much as possible, and the corresponding end of the prefabricated staircase and the upper landing platform or the lower landing platform can be respectively positioned and fixed. In actual operation, the hoisted prefabricated staircase inevitably shakes when completely contacting the upper stair landing platform and the lower stair landing platform; when the prefabricated staircase is adjusted relative to the upper body platform or the lower body platform after being contacted with the upper stair platform or the lower stair platform, fine adjustment during positioning and fixing of the prefabricated staircase is very inconvenient due to static friction or sliding friction acting force between the planes.
Disclosure of Invention
The invention aims to: the assembling method of the assembled prefabricated staircase overcomes the defects of the prior art, is simple and convenient to operate for stair installation and assembly operators, and is particularly convenient for positioning and assembling the prefabricated staircase and an upper staircase platform and a lower staircase platform; the assembly efficiency of assembling is very high, reduces operative employee's intensity of labour.
The technical scheme adopted by the invention is as follows:
pin-connected panel prefabricated staircase, including the prefabricated staircase body, the top link and the bottom link of prefabricated staircase body correspond respectively with the standing groove A that the platform of going upstairs established and the standing groove B that the platform of going downstairs established and are connected fixedly, the top link is fixed with the platform of going upstairs through cast-in-place concrete layer A, the bottom link is fixed with the platform of going downstairs through cast-in-place concrete layer B.
According to a further improvement scheme of the invention, a plurality of parallel longitudinal ribs A are fixed in the middle of the prefabricated staircase body along the length direction of the staircase body, and two ends of each longitudinal rib A corresponding to the top connecting end and the bottom connecting end are respectively bent into bent longitudinal ribs arranged along the top connecting end and the bottom connecting end.
According to a further improvement scheme of the invention, the end parts of the bent longitudinal ribs extend out of the top connecting end and the bottom connecting end and then are fixed with a horizontal connecting plate, and the horizontal connecting plate is fixed with the placing groove A or the placing groove B.
According to a further improved scheme of the invention, a positioning bulge of a spherical cambered surface is fixedly arranged at the bottom of the top connecting end, a positioning groove matched with the positioning bulge is arranged at the bottom of the placing groove A, and longitudinal ribs B arranged along the upper ladder platform and the lower ladder platform are respectively and fixedly arranged at the inner middle parts of the bottom of the placing groove A and the bottom of the placing groove B.
According to a further improvement scheme of the invention, the longitudinal ribs A, the bent longitudinal ribs and the longitudinal ribs B respectively penetrate through the stirrups A, and the stirrups A are uniformly distributed along the longitudinal ribs A, the bent longitudinal ribs or the longitudinal ribs B respectively.
According to a further improved scheme of the invention, the top of the groove wall of the placing groove A and the top of the groove wall of the placing groove B are respectively provided with a connecting groove, the horizontal connecting plate of the top connecting end is connected with the groove bottom of the connecting groove of the placing groove A, and the horizontal connecting plate of the bottom connecting end is connected with the groove bottom of the connecting groove of the placing groove B.
According to a further improvement scheme of the invention, the horizontal connecting plates are all arc-shaped structures taking the sphere center of the positioning protrusion as an axis, the middle part of each horizontal connecting plate is coaxially provided with an arc-shaped strip-shaped through hole along the extending direction of the horizontal connecting plate, at least one slotted hole is formed in the range of the groove bottom of each connecting groove corresponding to the strip-shaped through hole, an expansion bolt penetrates through the strip-shaped through hole and then is placed in the slotted hole, and the horizontal connecting plates are fixedly connected with the connecting grooves.
In a further improvement of the present invention, the plurality of slots are uniformly distributed around the axis of the positioning slot.
According to a further improved scheme of the invention, an operation through hole which penetrates through the top and the bottom is arranged at a position, corresponding to the positioning protrusion, of the top connecting end, the positioning protrusion is a spherical cambered surface steel reinforcement cage fixedly connected with the bent longitudinal rib, the operation through hole extends downwards from the bottom of the spherical cambered surface steel reinforcement cage to be matched with the positioning groove, and the operation through hole and the positioning groove are filled with the cast-in-place concrete layer A.
According to a further improvement scheme of the invention, the spherical cambered surface steel reinforcement cage comprises a top ring and a bottom ring which are coaxially arranged, the top ring and the bottom ring are fixedly connected through an arc-shaped rod, the arc-shaped rod is uniformly distributed by taking the common axis of the top ring and the bottom ring as a circle center, and the top ring is fixedly connected with the bent longitudinal rib.
According to a further improved scheme of the invention, the center in the top ring is fixedly connected with a positioning connecting ring A through a connecting rod, the bottom of the positioning groove, a position corresponding to the range of the bottom ring and a position between two adjacent arc-shaped rods are respectively and fixedly connected with a positioning connecting ring B, the positioning connecting ring A and the positioning connecting ring B are in threaded connection and fixation through a matched screw rod A and a threaded sleeve, one end of the screw rod A and one end of the threaded sleeve are respectively provided with a drag hook used for being connected with the positioning connecting ring A or the positioning connecting ring B, the drag hook is fixedly connected with the screw rod A, the drag hook is fixedly connected with a connector, and the connector is rotatably connected with the threaded sleeve.
According to a further improved scheme of the invention, the positioning connecting ring B is fixed at one end of the screw rod B, the screw rod B is fixedly connected with a threaded pipe fixed in the top connecting end in a matching manner, the threaded pipe is flush with the inner wall of the positioning groove, and the threaded pipe is fixedly connected with the longitudinal rib B in the top connecting end.
According to a further improved scheme of the invention, the number of the positioning connecting rings A is multiple, and the positioning connecting rings A are concentrically and vertically arranged and uniformly distributed by taking the common circle center as a center.
According to a further improvement of the invention, the number of the positioning connecting rings A is half of the number of the arc-shaped rods, and the plane of the positioning connecting rings A is located between two adjacent arc-shaped rods.
According to a further improvement of the invention, a cast-in-place groove is arranged at the top of the top connecting end, and the operating through hole is positioned at the bottom of the cast-in-place groove.
According to a further improved scheme of the invention, a plurality of stirrups B are fixedly connected to one side, facing the step, of a plurality of adjacent stirrups A corresponding to the step in the prefabricated staircase body, the stirrups B are uniformly distributed along the length direction of the step, the stirrups B are of a triangular structure, and hollow pipes extending along the length direction of the step are also fixedly connected to the stirrups B.
In a further improvement of the invention, the hollow tube penetrates through both ends of the step.
According to a further improved scheme of the invention, a plurality of stirrups C are fixedly connected to a plurality of adjacent stirrups A in the upper ladder platform and the lower ladder platform, and are correspondingly positioned at the groove wall positions of the placing groove A and the placing groove B, the stirrups B are uniformly distributed along the length direction of the step, and the tops of the stirrups C are also fixedly connected with transverse ribs.
According to a further improved scheme of the invention, the diameters of the longitudinal bar A, the bent longitudinal bar, the longitudinal bar B, the stirrup A, the stirrup B and the stirrup C are equal, the stirrup A, the stirrup B and the stirrup C are provided with notches, and the width of each notch is larger than the diameter of the longitudinal bar A.
According to a further improved scheme of the invention, the top surface of the top connecting end, the top surface of the cast-in-place concrete layer A and the top surface of the upper ladder platform are flush; the top surface of the bottom connecting end, the top surface of the cast-in-place concrete layer B and the top surface of the lower ladder platform are flush.
When the assembling method of the assembled prefabricated staircase is used for assembling, the assembling method comprises the following steps:
1) splicing and fixing the prefabricated upper stair platform and the prefabricated lower stair platform at corresponding positions through support columns or support wallboards of a building respectively;
2) hoisting the prefabricated staircase body by using hoisting equipment, hoisting the prefabricated staircase body between the corresponding upper landing platform and the corresponding lower landing platform, and enabling the top connecting end and the bottom connecting end of the prefabricated staircase body to respectively correspond to the upper landing platform and the lower landing platform;
3) then, the positioning bulge arranged at the bottom of the top connecting end of the prefabricated staircase body is contacted with the inner wall of the positioning groove arranged at the bottom of the placing groove A of the upper stair platform through the hoisting equipment;
4) then, the positioning bulge of the prefabricated staircase body moves in the positioning groove through hoisting equipment and installation workers, so that the threaded pipe positioned in the center of the bottom in the positioning groove is positioned in the range of a bottom ring arranged on the spherical cambered surface reinforcing cage of the positioning bulge;
5) screwing and fixing the screw B and the threaded pipe correspondingly positioned in the range of the bottom ring by screwing and positioning the connecting ring B;
6) respectively hanging the draw hook of the screw rod A and the draw hook of the threaded sleeve on a positioning connecting ring A and a positioning connecting ring B arranged in the spherical cambered surface steel reinforcement cage, then connecting the screw rod A with the threaded sleeve in a threaded manner, and connecting the horizontal connecting plate at the top connecting end with the bottom of the connecting groove of the placing groove A;
7) the positioning bulge of the prefabricated staircase body is displaced in the positioning groove through the hoisting equipment and an installer, so that the rest of threaded pipes in the positioning groove are respectively positioned between two adjacent arc-shaped rods arranged on the spherical arc-surface reinforcement cage, and at the moment, the slotted hole of the connecting groove of the placing groove A is correspondingly positioned in the range of an arc-shaped strip-shaped through hole arranged on the horizontal connecting plate at the top connecting end;
8) screwing and fixing the screw B and each threaded pipe by screwing and positioning the connecting ring B;
9) respectively hanging the draw hook of the screw rod A and the draw hook of the threaded sleeve on the positioning connecting ring A and the corresponding positioning connecting ring B, and then connecting the screw rod A and the threaded sleeve in a threaded manner;
10) the bottom surface of the bottom connecting end of the prefabricated staircase body is contacted with the top surface of the lower landing platform through hoisting equipment, the horizontal connecting plate of the bottom connecting end is connected with the bottom of the connecting groove of the placing groove B, and the slotted hole of the connecting groove of the placing groove B is correspondingly positioned in the range of the arc-shaped strip-shaped through hole formed in the horizontal connecting plate of the bottom connecting end;
11) when the top surface of the top connecting end of the prefabricated staircase body is flush with the top surface of the upper staircase platform, fixed expansion bolts are placed in the slotted holes after penetrating through the strip-shaped through holes respectively, and the horizontal connecting plate and the bottom of the connecting groove are fixed through the expansion bolts;
12) dismantling the hoisting clamp of the prefabricated staircase body;
13) and filling and fixing the top connecting end and the upper ladder platform and the bottom connecting end and the lower ladder platform through cast-in-place concrete.
According to a further improved scheme of the invention, in the step 2), the hoisting clamp of the hoisting equipment penetrates through the hollow pipe arranged on the prefabricated staircase body to fix the prefabricated staircase body.
According to a further improvement scheme of the invention, in the step 2), when the prefabricated staircase body is hoisted by the hoisting equipment, the left side and the right side of the prefabricated staircase body are flush, and when the prefabricated staircase body is hoisted and suspended by the hoisting equipment, the height difference between the top connecting end and the bottom connecting end of the prefabricated staircase body is smaller than the height difference between the upper landing platform and the lower landing platform.
According to a further improvement of the invention, in the step 11), the top surface of the top connecting end of the prefabricated staircase body is flush with the top surface of the upper stair platform by respectively performing screwing adjustment on each screw rod A and each thread sleeve.
According to a further improved scheme of the invention, in the step 13), the top surface of the top connecting end, the top surface of the upper ladder platform and the top surface of the cast-in-place concrete layer A formed by filling are flush; the top surface of the bottom connecting end, the top surface of the lower ladder platform and the top surface of the cast-in-place concrete layer B formed by filling are flush.
The invention has the beneficial effects that:
the assembling method of the assembled prefabricated staircase is used for adjusting the angle of the hoisted prefabricated staircase body after the prefabricated staircase body is positioned relative to the upper stair platform and the lower stair platform conveniently through the action of the positioning protrusions arranged at the top connecting end of the prefabricated staircase body and the positioning grooves arranged on the upper stair platform, and therefore assembling and fixing efficiency is improved.
Secondly, the assembling method of the assembled prefabricated staircase firstly connects the positioning connecting ring B at the corresponding position of the bottom ring with the positioning connecting ring A arranged in the steel reinforcement cage with the spherical cambered surface through the screw rod A and the thread sleeve, so that a larger adjusting range can be still reserved between the positioning bulge and the positioning groove, and the positioning bulge and the positioning groove can be fixed, so that the positioning bulge is prevented from being separated from the positioning groove to cause positioning failure.
Thirdly, according to the assembling method of the assembled prefabricated staircase, the distance between each corresponding positioning connecting ring A and positioning connecting ring B is adjusted through the screwing connection of each screw rod A and the thread sleeve, so that the top connecting end of the prefabricated staircase body and the upper landing can be conveniently and accurately positioned to be flush with the top surface, and the installation accuracy between the prefabricated staircase body and the upper landing and the lower landing is further ensured.
Fourthly, the assembling method of the assembled prefabricated staircase can fixedly connect the top connecting end and the upper landing platform and the bottom connecting end and the lower landing platform in advance through the expansion bolts, avoids the change of the adjusted positions between the prefabricated staircase body and the upper landing platform and the lower landing platform due to the stress action in the concrete solidification process when concrete is cast in place, and can further improve the connection strength.
Fifth, the assembling method of the assembled prefabricated staircase disclosed by the invention can ensure the positioning and relative movement of the positioning protrusions and the positioning grooves through the structure of the spherical cambered surface steel reinforcement cage, is convenient for fixing the positioning protrusions and the positioning grooves, and reduces the weight of the prefabricated staircase body.
Sixthly, the assembling method of the assembled prefabricated staircase ensures the strength of the steps of the prefabricated staircase body and the strength of the upper staircase platform and the lower staircase platform through the action of the stirrups B and the stirrups C.
Seventh, according to the assembling method of the assembled prefabricated staircase, the hollow pipes fixed in the stirrups B can further reduce the weight of the staircase body and facilitate the hoisting operation of the staircase body.
Eighth, the assembling method of the assembled prefabricated staircase of the invention is simple and convenient for the stair installation and assembly operators, and is particularly convenient for the positioning and assembling of the prefabricated staircase and the upper and lower landing platforms; the assembly efficiency of assembling is very high, reduces operative employee's intensity of labour.
Description of the drawings:
fig. 1 is a schematic partial sectional front view of the present invention.
Fig. 2 is a front view sectional enlarged schematic view of the joint of the prefabricated staircase and the upper landing.
The specific implementation mode is as follows:
as can be seen from fig. 1 to 2, the assembled prefabricated staircase comprises a prefabricated staircase body 1, wherein a top connecting end 5 and a bottom connecting end 6 of the prefabricated staircase body 1 are respectively and correspondingly connected and fixed with a placing groove a7 arranged on an upper landing platform 2 and a placing groove B8 arranged on a lower landing platform 3, the top connecting end 5 is fixed with the upper landing platform 2 through a cast-in-place concrete layer a9, and the bottom connecting end 6 is fixed with the lower landing platform 3 through a cast-in-place concrete layer B10.
The middle part of prefabricated stair body 1 is fixed with the muscle A13 of indulging of many parallels along the length direction of stair body 1, indulge muscle A13 both ends and buckle respectively for following the muscle 18 of indulging of buckling that top link 5 and bottom link 6 set up corresponding to top link 5 position department and bottom link 6 position department.
The end parts of the bent longitudinal ribs 18 extend out of the top connecting end 5 and the bottom connecting end 6 and then are fixed with the horizontal connecting plate 19, and the horizontal connecting plate 19 is fixed with the placing groove A7 or the placing groove B8.
The fixed location arch that is equipped with the globoidal surface in top link 5's bottom, the tank bottom of standing groove A7 is equipped with the constant head tank 12 that matches with the location arch, the middle part is fixed respectively to be equipped with along the vertical muscle B35 that goes up ladder platform 2 and lower ladder platform 3 setting in the tank bottom of standing groove A7 and standing groove B8's the tank bottom.
The longitudinal rib A13, the bent longitudinal rib 18 and the longitudinal rib B35 respectively penetrate through the stirrup A14, and the stirrup A14 is uniformly distributed along the longitudinal rib A13, the bent longitudinal rib 18 or the longitudinal rib B35.
The top of the groove wall of the placing groove A7 and the top of the groove wall of the placing groove B8 are respectively provided with a connecting groove 20, the horizontal connecting plate 19 of the top connecting end 5 is connected with the groove bottom of the connecting groove 20 of the placing groove A7, and the horizontal connecting plate 19 of the bottom connecting end 6 is connected with the groove bottom of the connecting groove 20 of the placing groove B8.
Horizontal connecting plate 19 is the arc structure of using the bellied centre of sphere of location as the axle center, horizontal connecting plate 19's middle part is equipped with curved bar through-hole along horizontal connecting plate 19's extending direction with the axle center, the tank bottom of spread groove 20 is equipped with a slotted hole 21 at least corresponding to bar through-hole's within range, and expansion bolts 22 passes behind the bar through-hole and places in slotted hole 21 to with horizontal connecting plate 19 and spread groove 20 fixed connection.
The slot holes 21 are provided in plural and uniformly distributed around the axis of the positioning slot 12.
The top connecting end 5 is provided with an operation through hole 17 which penetrates through the top and the bottom corresponding to the position of the positioning protrusion, the positioning protrusion is a spherical cambered surface steel reinforcement cage fixedly connected with the bent longitudinal reinforcement 18, the bottom of the spherical cambered surface steel reinforcement cage extends downwards to form the operation through hole 17 to be matched with the positioning groove 12, and the operation through hole 17 and the positioning groove 12 are filled with a cast-in-place concrete layer A9.
The globoid reinforcement cage includes top circle 23 and bottom circle 24 with the axle center setting, through 11 fixed connection of arc pole between top circle 23 and the bottom circle 24, arc pole 11 uses the common axle center of top circle 23 and bottom circle 24 as centre of a circle evenly distributed, top circle 23 with buckle indulge muscle 18 fixed connection.
Connecting rod 26 fixedly connected with location go-between A25 is passed through at the center in the circle 23 in the top, constant head tank 12 tank bottom, the position department corresponding to 24 within ranges of circle bottom and position department between two adjacent arc poles 11 are fixedly connected with location go-between B29 respectively, it is fixed through screw rod A30 and the threaded sleeve 31 threaded connection who matches between location go-between A25 and the location go-between B29, the one end of screw rod A30 and the one end of threaded sleeve 31 all are equipped with the drag hook 32 that is used for connecting location go-between A25 or location go-between B29, drag hook 32 and screw rod A30 fixed connection, drag hook 32 fixedly connected with connector 33, connector 33 rotates with threaded sleeve 31 to be connected.
The positioning connecting ring B29 is fixed at one end of a screw B28, the screw B28 is fixedly connected with a threaded pipe 27 fixed in the top connecting end 5 in a matching manner, the threaded pipe 27 is flush with the inner wall of the positioning groove 12, and the threaded pipe 27 is fixedly connected with a longitudinal rib B35 in the top connecting end 5.
The number of the positioning connecting rings A25 is multiple, the positioning connecting rings A25 are concentrically and vertically arranged, and the positioning connecting rings A25 are uniformly distributed by taking the common center as the center.
The number of the positioning connecting rings A25 is half of the number of the arc-shaped rods 11, and the plane of the positioning connecting ring A25 is positioned between two adjacent arc-shaped rods 11.
The top of the top connecting end 5 is provided with a cast-in-place groove 34, and the operation through hole 17 is positioned at the bottom of the cast-in-place groove 34.
Corresponding to a plurality of adjacent stirrup A14 of step 4 position department in the prefabricated staircase body 1, towards a plurality of stirrups B15 of one side fixedly connected with of step 4, stirrup B15 is along the length direction evenly distributed of step 4, stirrup B15 is the triangle-shaped structure, still fixedly connected with is along the hollow tube 16 of the length direction extension of step 4 in the stirrup B15.
The hollow tube 16 penetrates through both ends of the step 4.
Go up a plurality of adjacent stirrup A14 in ladder platform 2 and the lower ladder platform 3, correspond the cell wall position department that is located standing groove A7 and the cell wall position department fixedly connected with a plurality of stirrups C36 of standing groove B8, stirrup B15 is along step 4's length direction evenly distributed, the top of stirrup C36 is the horizontal muscle 37 of fixedly connected with still.
The diameters of the longitudinal bar A13, the bent longitudinal bar 18, the longitudinal bar B35, the stirrup A14, the stirrup B15 and the stirrup C36 are all equal, the stirrup A14, the stirrup B15 and the stirrup C36 are all provided with a notch 38, and the width of the notch 38 is larger than the diameter of the longitudinal bar A13.
The top surface of the top connecting end 5, the top surface of the cast-in-place concrete layer A9 and the top surface of the upper ladder platform 2 are flush; the top surface of the bottom connecting end 6, the top surface of the cast-in-place concrete layer B10 and the top surface of the lower ladder platform 3 are flush.
When the invention is assembled, the invention comprises the following steps:
1) splicing and fixing the prefabricated upper stair platform 2 and the prefabricated lower stair platform 3 at corresponding positions through support columns or support wallboards of a building respectively;
2) hoisting the prefabricated staircase body 1 by using hoisting equipment, hoisting the prefabricated staircase body 1 between the corresponding upper landing 2 and the corresponding lower landing 3, and enabling the top connecting end 5 and the bottom connecting end 6 of the prefabricated staircase body 1 to respectively correspond to the upper landing 2 and the lower landing 3;
3) then, the positioning bulge arranged at the bottom of the top connecting end 5 of the prefabricated staircase body 1 is contacted with the inner wall of the positioning groove 12 arranged at the bottom of the placing groove A7 of the upper stair platform 2 through the hoisting equipment;
4) then, the positioning bulge of the prefabricated staircase body 1 is moved in the positioning groove 12 through hoisting equipment and installation workers, so that the threaded pipe 27 positioned in the center of the bottom in the positioning groove 12 is positioned in the range of the bottom ring 24 arranged on the spherical cambered surface steel reinforcement cage of the positioning bulge;
5) screwing and fixing the screw B28 and the threaded pipe 27 correspondingly positioned in the range of the bottom ring 24 by screwing and positioning the connecting ring B29;
6) after the draw hook 32 of the screw A30 and the draw hook 32 of the threaded sleeve 31 are respectively hung on a positioning connecting ring A25 and a positioning connecting ring B29 arranged in the steel reinforcement cage with the spherical cambered surface, the screw A30 is in threaded connection with the threaded sleeve 31, and at the moment, the horizontal connecting plate 19 of the top connecting end 5 is connected with the bottom of the connecting groove 20 of the placing groove A7;
7) the positioning bulge of the prefabricated staircase body 1 is displaced in the positioning groove 12 again through the hoisting equipment and the installation workers, so that the rest threaded pipes 27 in the positioning groove 12 are respectively positioned between two adjacent arc-shaped rods 11 arranged on the spherical arc-shaped steel reinforcement cage, and at the moment, the slotted hole 21 of the connecting groove 20 of the placing groove A7 is correspondingly positioned in the range of an arc-shaped strip-shaped through hole arranged on the horizontal connecting plate 19 of the top connecting end 5;
8) the screw B28 is screwed and fixed with each threaded pipe 27 by screwing and positioning the connecting ring B29;
9) respectively hanging the draw hook 32 of the screw A30 and the draw hook 32 of the threaded sleeve 31 on a positioning connecting ring A25 and a corresponding positioning connecting ring B29, and then connecting the screw A30 with the threaded sleeve 31 in a threaded manner;
10) the bottom surface of the bottom connecting end 6 of the prefabricated staircase body 1 is contacted with the top surface of the lower landing 3 through a hoisting device, at the moment, the horizontal connecting plate 19 of the bottom connecting end 6 is connected with the bottom of the connecting groove 20 of the placing groove B8, and at the moment, the slotted hole 21 of the connecting groove 20 of the placing groove B8 is correspondingly positioned in the range of an arc-shaped strip-shaped through hole formed in the horizontal connecting plate 19 of the bottom connecting end 6;
11) when the top surface of the top connecting end 5 of the prefabricated staircase body 1 is flush with the top surface of the upper stair platform 2, respectively penetrating through the strip-shaped through holes, placing fixed expansion bolts 22 into the slotted holes 21, and fixing the horizontal connecting plate 19 and the bottom of the connecting groove 20 through the expansion bolts 22;
12) dismantling the hoisting clamp of the prefabricated staircase body 1;
13) and the top connecting end 5 and the upper ladder platform 2 and the bottom connecting end 6 and the lower ladder platform 3 are filled and fixed through cast-in-place concrete.
In the step 2), a hoisting clamp of the hoisting equipment penetrates through a hollow pipe 16 arranged on the prefabricated staircase body 1 to fix the prefabricated staircase body 1.
In step 2), when hoisting equipment hoists prefabricated staircase body 1, make the left and right sides of prefabricated staircase body 1 flush to when prefabricated staircase body 1 is unsettled through hoisting equipment hoist, the difference in height between top link 5 and the bottom link 6 of prefabricated staircase body 1 is less than the difference in height of going up platform 2 and lower platform 3.
In the step 11), the top surface of the top connecting end 5 of the prefabricated staircase body 1 is flush with the top surface of the upper landing 2 by respectively performing screwing adjustment on each screw rod a30 and the threaded sleeve 31.
In the step 13), the top surface of the top connecting end 5, the top surface of the upper ladder platform 2 and the top surface of the cast-in-place concrete layer A9 formed by filling are flush; the top surfaces of the bottom connecting end 6, the lower landing platform 3 and the cast-in-place concrete layer B10 formed by filling are flush.
Claims (5)
1. The assembling method of the assembled prefabricated staircase is characterized by comprising the following steps:
1) splicing and fixing the prefabricated upper ladder platform (2) and the prefabricated lower ladder platform (3) at corresponding positions through supporting columns or supporting wallboards of a building respectively;
2) hoisting the prefabricated staircase body (1) by using hoisting equipment, hoisting the prefabricated staircase body (1) between the corresponding upper landing platform (2) and the corresponding lower landing platform (3), and enabling the top connecting end (5) and the bottom connecting end (6) of the prefabricated staircase body (1) to respectively correspond to the upper landing platform (2) and the lower landing platform (3);
3) then, a positioning bulge arranged at the bottom of the top connecting end (5) of the prefabricated staircase body (1) is contacted with the inner wall of a positioning groove (12) arranged at the bottom of a placing groove A (7) of the upper stair platform (2) through a hoisting device;
4) then, the positioning bulge of the prefabricated staircase body (1) is moved in the positioning groove (12) through hoisting equipment and installation workers, so that the threaded pipe (27) positioned in the center of the bottom in the positioning groove (12) is positioned in the range of a bottom ring (24) arranged on the spherical cambered surface steel reinforcement cage of the positioning bulge;
5) screwing and positioning the connecting ring B (29) to fix the screw B (28) and the threaded pipe (27) correspondingly positioned in the range of the bottom ring (24);
6) after the draw hook (32) of the screw rod A (30) and the draw hook (32) of the threaded sleeve (31) are respectively hung on a positioning connecting ring A (25) and a positioning connecting ring B (29) arranged in the steel reinforcement cage with the spherical cambered surface, the screw rod A (30) is in threaded connection with the threaded sleeve (31), and at the moment, the horizontal connecting plate (19) of the top connecting end (5) is connected with the bottom of the connecting groove (20) of the placing groove A (7);
7) the positioning bulge of the prefabricated staircase body (1) is displaced in the positioning groove (12) through hoisting equipment and installation workers, so that the rest threaded pipes (27) in the positioning groove (12) are respectively positioned between two adjacent arc-shaped rods (11) arranged on the spherical arc-shaped steel reinforcement cage, and at the moment, the slotted hole (21) of the connecting groove (20) of the placing groove A (7) is correspondingly positioned in the range of an arc-shaped strip-shaped through hole arranged on the horizontal connecting plate (19) of the top connecting end (5);
8) screwing and positioning the connecting ring B (29) to fix the screw B (28) and each threaded pipe (27) tightly;
9) respectively hanging a draw hook (32) of a screw A (30) and a draw hook (32) of a threaded sleeve (31) on a positioning connecting ring A (25) and a corresponding positioning connecting ring B (29), and then connecting the screw A (30) and the threaded sleeve (31) in a threaded manner;
10) the bottom surface of the bottom connecting end (6) of the prefabricated staircase body (1) is contacted with the top surface of the lower stair platform (3) through hoisting equipment, at the moment, a horizontal connecting plate (19) of the bottom connecting end (6) is connected with the bottom of a connecting groove (20) of a placing groove B (8), and at the moment, a slotted hole (21) of the connecting groove (20) of the placing groove B (8) is correspondingly positioned in the range of an arc-shaped strip-shaped through hole formed in the horizontal connecting plate (19) of the bottom connecting end (6);
11) when the top surface of the top connecting end (5) of the prefabricated staircase body (1) is flush with the top surface of the upper stair platform (2), fixing expansion bolts (22) are placed in the slotted holes (21) after penetrating through the strip-shaped through holes respectively, and the horizontal connecting plate (19) and the bottom of the connecting groove (20) are fixed through the expansion bolts (22);
12) dismantling the hoisting clamp of the prefabricated staircase body (1);
13) the top connecting end (5) and the upper ladder platform (2) and the bottom connecting end (6) and the lower ladder platform (3) are filled and fixed through cast-in-place concrete.
2. The assembling method of the assembled prefabricated staircase according to claim 1, characterized in that: in the step 2), a hoisting clamp of the hoisting equipment penetrates through a hollow pipe (16) arranged on the prefabricated staircase body (1) to fix the prefabricated staircase body (1).
3. The assembling method of the assembled prefabricated staircase according to claim 1, characterized in that: in the step 2), when the hoisting equipment hoists the prefabricated staircase body (1), the left side and the right side of the prefabricated staircase body (1) are flushed, and when the prefabricated staircase body (1) is hoisted and suspended through the hoisting equipment, the height difference between the top connecting end (5) and the bottom connecting end (6) of the prefabricated staircase body (1) is smaller than the height difference between the upper landing platform (2) and the lower landing platform (3).
4. The assembling method of the assembled prefabricated staircase according to claim 1, characterized in that: in the step 11), the top surface of the top connecting end (5) of the prefabricated staircase body (1) is flush with the top surface of the upper stair platform (2) by respectively screwing and adjusting the screw rods A (30) and the thread sleeves (31).
5. The assembling method of the assembled prefabricated staircase according to claim 1, characterized in that: in the step 13), the top surface of the top connecting end (5), the top surface of the upper ladder platform (2) and the top surface of the cast-in-place concrete layer A (9) formed by filling are flush; the top surface of the bottom connecting end (6), the top surface of the lower ladder platform (3) and the top surface of a cast-in-place concrete layer B (10) formed by filling are flush.
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|---|---|---|---|---|
| DE29611766U1 (en) * | 1996-06-27 | 1996-09-26 | Hm Betonfertigteilwerk Hans Ma | Prefabricated stairs made of concrete |
| CN105317180A (en) * | 2015-12-02 | 2016-02-10 | 重庆建工第九建设有限公司 | Semi-assembly stair with prefabricated steps |
| CN205242885U (en) * | 2015-12-04 | 2016-05-18 | 文登蓝岛建筑工程有限公司 | Lightweight concrete prefabricated staircase connection structure |
| CN207846904U (en) * | 2017-10-31 | 2018-09-11 | 江苏金贸科技发展有限公司 | A kind of concrete prefabricated stairs of accurate positioning |
| CN111364707A (en) * | 2020-04-24 | 2020-07-03 | 山东科技大学 | Hinged joint of sliding support stair and construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN210105159U (en) * | 2019-04-29 | 2020-02-21 | 付星文 | Novel prefabricated stair of assembled |
-
2021
- 2021-03-26 CN CN202110324744.9A patent/CN112854634B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29611766U1 (en) * | 1996-06-27 | 1996-09-26 | Hm Betonfertigteilwerk Hans Ma | Prefabricated stairs made of concrete |
| CN105317180A (en) * | 2015-12-02 | 2016-02-10 | 重庆建工第九建设有限公司 | Semi-assembly stair with prefabricated steps |
| CN205242885U (en) * | 2015-12-04 | 2016-05-18 | 文登蓝岛建筑工程有限公司 | Lightweight concrete prefabricated staircase connection structure |
| CN207846904U (en) * | 2017-10-31 | 2018-09-11 | 江苏金贸科技发展有限公司 | A kind of concrete prefabricated stairs of accurate positioning |
| CN111364707A (en) * | 2020-04-24 | 2020-07-03 | 山东科技大学 | Hinged joint of sliding support stair and construction method |
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| CN112854634A (en) | 2021-05-28 |
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Application publication date: 20210528 Assignee: Gucheng County Chuangyuan Building Materials Co.,Ltd. Assignor: HUAIYIN INSTITUTE OF TECHNOLOGY Contract record no.: X2023980051388 Denomination of invention: The assembly method of prefabricated stairs Granted publication date: 20220218 License type: Common License Record date: 20231212 |
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