CN112282360A - Device for fixing shear wall and column and construction method thereof - Google Patents
Device for fixing shear wall and column and construction method thereof Download PDFInfo
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- CN112282360A CN112282360A CN202011336377.6A CN202011336377A CN112282360A CN 112282360 A CN112282360 A CN 112282360A CN 202011336377 A CN202011336377 A CN 202011336377A CN 112282360 A CN112282360 A CN 112282360A
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- shear wall
- template
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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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
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Abstract
The invention discloses a novel device for fixing a shear wall and a cylinder and a construction method thereof, belonging to the technical application field of template support reinforcement, and comprising a shear wall template and a cylinder template, wherein the shear wall template is suitable for casting a shear wall; the reinforcing components are arranged in two groups, the two groups of reinforcing components are symmetrical along the axial direction of the pouring forming cylinder, each reinforcing component comprises an arc-shaped part and a straight rod part, the arc-shaped parts are suitable for being attached to the cylindrical template, locking parts are installed in the straight rod parts, the straight rod parts are suitable for being attached to the shear wall template, and the locking parts are suitable for locking the shear wall template; the support piece is movably connected with the arc-shaped piece and is suitable for supporting the arc-shaped piece; the invention solves the technical problems of slab staggering and slurry leakage at the joint of the shear wall template and the cylindrical template, adjustable reinforcing components, measurement of levelness of counter-pulling holes and the like.
Description
Technical Field
The invention belongs to the field of application of formwork support reinforcement technology, and particularly relates to a device for fixing a shear wall and a column and a construction method thereof.
Background
In recent years, China is in a rapid development stage of urbanization, the rapid urbanization drives the construction industry to develop continuously, the scale of the construction industry in China is continuously enlarged, the country greatly improves the welfare of residents, and the consumption level is improved, so public buildings are in a growth cycle. The application field of public building market mainly has airport terminal building, railway station and large-scale traffic hub, meeting and exhibition center, stadium etc. and its major structure is mostly frame shear force wall + steel construction, and the structural layer height is higher, and there is large tracts of land shear force wall + cylinder form inside, and the reinforcing bar is intensive, and its construction degree of difficulty is big. In the construction process of the engineering at the present stage, the construction quality problem of adding the cylinders between the shear walls at the two ends is always more prominent, so that the device for fixing the shear walls and the cylinders has the advantages of light weight, convenience in disassembly and assembly, high rigidity, high precision, good stability, multiple turnover times, green construction, high safety and the like, can effectively avoid the quality problems of slab staggering, slurry leakage and the like at the joint of the wall columns, and ensures the on-site concrete pouring quality.
The novel reinforcement of exclusive use can only retrain wall body and cylinder respectively, still can not be fine with shear force wall and cylinder fixed together, pour the quality uncontrollable, the site technical personnel can't accomplish effectual technique to the technical worker and meet the end. In the work progress, the workman can use square timber, split bolt in a large number for guaranteeing the junction quality of pouring, can not accomplish green construction, and produces great construction cost.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the technical problems that slab staggering and slurry leakage are generated at the joint of the shearing wall template and the cylindrical template (2), the reinforcing assembly can be adjusted, the levelness of the counter-pulling hole can be measured and the like are solved.
In order to solve the technical problems, the inventor obtains the technical scheme of the invention through practice and summary, and the invention discloses a device for fixing a shear wall and a cylinder, which comprises a shear wall template and a cylinder template, wherein the shear wall template is suitable for casting the shear wall, the cylinder template is suitable for casting the cylinder, and the device comprises a reinforcing component and a supporting component, the reinforcing component is suitable for respectively attaching the shear wall template and the cylinder template, and the supporting component is connected with the reinforcing component;
the reinforcing components are arranged in two groups, the two groups of reinforcing components are symmetrical along the axial direction of the pouring forming cylinder, each reinforcing component comprises an arc-shaped part and a straight rod part, the arc-shaped parts are suitable for being attached to the cylindrical template, locking parts are installed in the straight rod parts, the straight rod parts are suitable for being attached to the shear wall template, and the locking parts are suitable for locking the shear wall template;
the support piece is movably connected with the arc-shaped piece and is suitable for supporting the arc-shaped piece.
Preferably, the arc-shaped piece is provided with a first mounting hole, the straight rod piece is provided with a second mounting hole, the second mounting holes are provided with a plurality of groups, and the plurality of groups of second mounting holes are distributed in an arrangement manner;
every group all be provided with first recess in the reinforcement assembly, it is two sets of first recess sets up at the reinforcement assembly relatively, and is two sets of be provided with in the straight member to the perforation, the retaining member includes split bolt and split nut, the split bolt is installed in the through-hole and is locked through split nut.
Preferably, the supporting member comprises a connecting member, a first support and a second support, the connecting member is detachably connected to the arc-shaped member, the first support is located on one side of the connecting member, which faces away from the arc-shaped member, and the first support is fixedly connected with the connecting member;
be provided with the stiffener between first support and the second support, the stiffener rotates with the second support to be connected, the second support is suitable for to support the arc through the stiffener.
Preferably, the connecting piece is U-shaped, the connecting piece passes through mounting hole threaded connection with the arc, the second support includes curb plate and bottom plate, the curb plate is equipped with two sets ofly, the one end of stiffener is installed two sets ofly between the curb plate, the stiffener rotates between the board of both sides.
Preferably, a first sliding block piece is installed in the first groove and slides in the first groove, an installation groove is formed in the first sliding block piece, two groups of first sliding block pieces are arranged in the first sliding block piece, the two groups of first sliding block pieces are distributed in the two groups of reinforcing assemblies, a laser emitter is installed in one group of installation groove, a display panel is installed in the other group of installation groove, and the output end of the laser emitter emits to the symmetrical display panels.
Preferably, a bayonet is arranged in the first sliding block piece, the bayonet is fixedly connected with the first sliding block piece, a flexible piece is arranged in the bayonet, the flexible piece is movably connected with the bayonet, and the flexible piece is connected between the two first sliding block pieces.
Preferably, the reinforcing component further comprises a vertical rod and a horizontal rod, one end of the vertical rod is fixedly connected with the first support, the other end of the vertical rod is detachably connected with the corresponding end of the horizontal rod, the other end of the horizontal rod is detachably connected with the second support, the vertical rod is perpendicular to the horizontal rod, and the reinforcing rod rotates relative to the horizontal rod.
Preferably, the vertical rod is a telescopic rod, the vertical rod comprises an inner rod and an outer rod, a blind hole is formed in the outer rod, the inner rod moves in the blind hole, through holes are formed in the surfaces of the inner rod and the outer rod, the inner rod and the outer rod are matched with each other through the through holes, a positioning pin is arranged on the through hole of the outer rod, and the positioning pin is suitable for fixing the height of the first support after the vertical rod is suitable for stretching.
Preferably, a second groove is formed in the surface of one side, opposite to the horizontal rod, of the vertical rod, the second groove is formed along the axis of the vertical rod, a second sliding block piece is arranged in the second groove and slides in the second groove, one side, opposite to the arc-shaped piece, of the second sliding block piece is rotatably connected with the reinforcing rod, a positioning hole is formed in the second sliding block piece, and a positioning groove matched with the positioning hole is formed in the vertical rod.
A construction method for fixing a shear wall and a column comprises the following steps:
the method comprises the following steps of firstly, acquiring field construction data: acquiring and confirming data of required shear walls, columns and reinforcement positions according to different sites, and confirming requirements and data of design drawings;
step two, installing a shear wall template and a cylindrical template;
step three, manufacturing an arc-shaped piece and a straight rod piece according to the data collected in the step one, wherein the arc-shaped piece is bent into a U shape, a first mounting hole is formed in the center of the arc-shaped piece, and a second mounting hole is formed in the straight rod piece;
fourthly, on the basis of the second step, first grooves are formed in the straight rod piece and the arc-shaped pieces, the first grooves are oppositely arranged on the two groups of reinforcing assemblies, opposite through holes are formed in the first grooves, and the first sliding block pieces are installed in the first grooves;
step five, the vertical rod and the horizontal rod are attached to a pouring template, the height of the first support on the vertical rod is adjusted, the angle of the reinforcing rod and the height of the second sliding block piece are adjusted, and the second sliding block piece is fixed to determine the height of the first support; step six, detachably connecting the first support with the corresponding arc-shaped piece, adjusting the level of the first support and fixing the first support by a split bolt;
seventhly, installing a laser emitter in the first sliding block piece, installing a display plate in the first sliding block piece of the other reinforcing component, and measuring the levelness of the two groups of reinforcing components;
step eight, when the levelness of the two groups of reinforcing components cannot be measured according to the step six, adding a flexible piece between the two groups of sliding block pieces, measuring the actual path length of the punched hole through the position of the marked flexible piece, calculating the actual deviation angle of the punched hole, and adjusting the position height of the template when the deviation angle is larger than the design requirement angle;
step nine, after measurement and adjustment are finished, moving the first sliding part, additionally arranging a cylindrical template reinforcing part and a shear wall template reinforcing part, installing the shear wall template reinforcing part in the first groove, and installing the cylindrical template reinforcing part on the surface of the cylindrical template;
and step ten, finishing the reinforcing installation, and pouring concrete between the templates after the reinforcing installation is finished.
Compared with the prior art, the invention can obtain the following technical effects:
according to the invention, the cylindrical template and the shear wall template are combined, so that the slurry leakage and dislocation conditions at the joint are reduced, the qualification rate is increased, and the repair is reduced; secondly, a laser emitter is added, so that whether the levelness of the installation position of the corresponding template reaches the standard or not can be conveniently measured, and the situation that the cast wall is inclined and dislocated due to the installation dislocation of the template and the like can be caused; the situation that the measurement laser of the flexible part cannot be displayed on the display panel is added, an angle is obtained by utilizing mathematical calculation, whether the angle is within the design range or not is checked, the template is not required to be adjusted, and the corresponding deviation of the template is larger; the telescopic vertical rod is added, the mounting height of the adjustable reinforcing component is increased, and the adjustable reinforcing component is supported; a cylindrical template reinforcing piece and a shear wall template reinforcing piece are additionally arranged, so that the fastening force of the reinforcing component is enhanced; the vertical rod is detachably connected with the horizontal rod, so that the whole supporting piece can be detached and the reinforcing component can be repeatedly used and installed.
Drawings
In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a top view of an embodiment 1 of the apparatus of the present invention;
FIG. 2 is an enlarged partial view A of FIG. 1 of the present invention;
FIG. 3 is an enlarged partial view B of FIG. 1 of the present invention;
FIG. 4 is a top view of embodiment 2 of the present invention;
FIG. 5 is an enlarged partial view C of FIG. 4 of the present invention;
FIG. 6 is a partial structural view (a set of reinforcing members) of embodiment 2 of the present invention;
FIG. 7 is an enlarged partial view D of FIG. 6 of the present invention;
FIG. 8 is an enlarged partial view E of FIG. 6 of the present invention;
FIG. 9 is a top cross-sectional view of the present invention;
fig. 10 is a block diagram of the slider member of the present invention.
In the figure: 1. a shear wall form; 2. a cylindrical template; 3. forming a shear wall; 4. forming a cylinder; 5. an arcuate member; 6. a straight bar member; 7. a first mounting hole; 8. a second mounting hole; 9. perforating; 10. oppositely pulling the bolts; 11. a connecting member; 12. a first support; 13. a second support; 14. a reinforcing bar; 15. a side plate; 16. a base plate; 17. a first sliding block piece; 18. a laser transmitter; 19. a bayonet; 20. a flexible member; 21. a vertical rod; 22. a horizontal bar; 23. an inner rod; 24. an outer rod; 25. positioning pins; 26. a second sliding block piece; 27. positioning holes; 28. a cylindrical form stiffener; 29. a shear wall form reinforcement; 30. display panel
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The application of the principles of the present invention will be further described with reference to the accompanying drawings and specific embodiments.
Example 1
As shown in fig. 1 to 3, an embodiment of the apparatus of the present invention is an apparatus for fixing a shear wall and a column, which includes a shear wall formwork 1 and a column formwork 2, wherein the shear wall formwork 1 is suitable for casting a shear wall 3, and the column formwork 2 is suitable for casting a column 4, and is characterized in that: the reinforcing component is suitable for being respectively attached to the shear wall template 1 and the cylindrical template 2, and the supporting component is connected with the reinforcing component;
the reinforcing components are arranged in two groups, the two groups of reinforcing components are symmetrical along the axial direction of the pouring forming cylinder 4, each reinforcing component comprises an arc-shaped part 5 and a straight rod part 6, the arc-shaped parts 5 are suitable for being attached to the cylindrical template 2, locking parts are installed in the straight rod parts 6, the straight rod parts 6 are suitable for being attached to the shear wall template 1, and the locking parts are suitable for locking the shear wall template 1;
the support part is movably connected with the arc-shaped part 5 and is suitable for supporting the arc-shaped part 5.
The arc-shaped piece 5 is provided with a first mounting hole 7, the straight rod piece 6 is provided with a second mounting hole 8, the second mounting holes 8 are provided with a plurality of groups, and the plurality of groups of second mounting holes 8 are distributed in an arrangement manner;
all be provided with first recess in every group reinforcement assembly, two sets of first recesses set up at reinforcement assembly relatively, are provided with in two sets of straight member 6 to perforating 9, and the retaining member includes split bolt 10 and split nut, and split bolt 10 is installed and is locked in perforating 9 and through split nut.
The supporting piece comprises a connecting piece 11, a first support 12 and a second support 13, the connecting piece 11 is detachably connected to the arc-shaped piece 5, the first support 12 is positioned on one side, back to the arc-shaped piece 5, of the connecting piece 11, and the first support 12 is fixedly connected with the connecting piece 11;
a reinforcing rod 14 is arranged between the first support 12 and the second support 13, one end of the reinforcing rod 14 is rotatably connected with the second support 13, and the other end of the reinforcing rod 14 is rotatably connected with the first support 12.
The connecting piece 11 is U-shaped, the connecting piece 11 and the arc-shaped piece 5 are in threaded connection through the first mounting hole 7, the second support 13 comprises side plates 15 and a bottom plate 16, the side plates 15 are provided with two groups, one end of the reinforcing rod 14 is installed between the two groups of side plates 15, the reinforcing rod 14 rotates between the two side plates 15, and the first support 12 and the second support 13 are identical in structure.
Example 2
As shown in fig. 4 to 10, another embodiment of the device of the present invention is a device for fixing a shear wall and a column, which includes a shear wall formwork 1 and a column formwork 2, wherein the shear wall formwork 1 is adapted to cast a shear wall 3, and the column formwork 2 is adapted to cast a column 4, and is characterized in that: the reinforcing component is suitable for being respectively attached to the shear wall template 1 and the cylindrical template 2, and the supporting component is connected with the reinforcing component;
the reinforcing components are arranged in two groups, the two groups of reinforcing components are symmetrical along the axial direction of the pouring forming cylinder 4, each reinforcing component comprises an arc-shaped part 5 and a straight rod part 6, the arc-shaped parts 5 are suitable for being attached to the cylindrical template 2, locking parts are installed in the straight rod parts 6, the straight rod parts 6 are suitable for being attached to the shear wall template 1, and the locking parts are suitable for locking the shear wall template 1;
the support part is movably connected with the arc-shaped part 5 and is suitable for supporting the arc-shaped part 5.
The arc-shaped piece 5 is provided with a first mounting hole 7, the straight rod piece 6 is provided with a second mounting hole 8, the second mounting holes 8 are provided with a plurality of groups, and the plurality of groups of second mounting holes 8 are distributed in an arrangement manner;
all be provided with first recess in every group reinforcement assembly, two sets of first recesses set up at reinforcement assembly relatively, are provided with in two sets of straight member 6 to perforating 9, and the retaining member includes split bolt 10 and split nut, and split bolt 10 is installed and is locked in perforating 9 and through split nut.
The supporting piece comprises a connecting piece 11, a first support 12 and a second support 13, the connecting piece 11 is detachably connected to the arc-shaped piece 5, the first support 12 is positioned on one side, back to the arc-shaped piece 5, of the connecting piece 11, and the first support 12 is fixedly connected with the connecting piece 11;
a reinforcing bar 14 is arranged between the first support 12 and the second support 13, the reinforcing bar 14 is rotatably connected with the second support 13, and the second support 13 is suitable for supporting the arc-shaped part 5 through the reinforcing bar 14.
The connecting piece 11 is U-shaped, the connecting piece 11 and the arc-shaped piece 5 are in threaded connection through the first mounting hole 7, the second support 13 comprises side plates 15 and a bottom plate 16, the side plates 15 are provided with two groups, one end of the reinforcing rod 14 is mounted between the two groups of side plates 15, and the reinforcing rod 14 rotates between the two side plates 15.
Install slider spare 17 in the first recess, slider spare 17 slides in first recess, has seted up the mounting groove in slider spare 17, and slider spare 17 is equipped with two sets ofly, and two sets of slider spare 17 distribute in two sets of reinforcement component, installs laser emitter 18 in a set of mounting groove, installs display panel 30 in another set of mounting groove, and laser emitter 18's output directive is on the symmetrical display panel 30.
A bayonet 19 is arranged in the first sliding block piece 17, the bayonet 19 is fixedly connected with the first sliding block piece 17, a flexible piece 20 is arranged in the bayonet 19, the flexible piece 20 is movably connected with the bayonet 19, and the flexible piece 20 is connected between the two first sliding block pieces 17.
The reinforcing component further comprises a vertical rod 21 and a horizontal rod 22, one end of the vertical rod 21 is fixedly connected with the first support 12, the other end of the vertical rod 21 is fixedly connected with the corresponding end of the horizontal rod 22, the other end of the horizontal rod 22 is fixedly connected with the second support 13, the vertical rod 21 is perpendicular to the horizontal rod 22, and the reinforcing rod 14 rotates relative to the horizontal rod 22.
The vertical rod 21 is a telescopic rod, the vertical rod 21 comprises an inner rod 23 and an outer rod 24, a blind hole is formed in the outer rod 24, the inner rod 23 moves in the blind hole, through holes are formed in the surfaces of the inner rod 23 and the outer rod 24, the through holes of the two rods are matched, a positioning pin 25 is arranged on the through hole of the outer rod 24, and the positioning pin 25 is suitable for fixing the height of the first support 12 after the vertical rod 21 is suitable for stretching.
The surface of one side, opposite to the horizontal rod 22, of the vertical rod 21 is provided with a second groove, the second groove is arranged along the axis of the vertical rod 21, a second sliding block piece 26 is arranged in the second groove, the second sliding block piece 26 slides in the second groove, one side, opposite to the arc-shaped piece 5, of the second sliding block piece 26 is rotatably connected with the reinforcing rod 14, the second sliding block piece 26 is provided with a positioning hole 27, and the vertical rod 21 is provided with a positioning groove matched with the positioning hole 27.
The flexible members are strings, and the devices are arranged on the cylinder at equal intervals of 500 mm.
A construction method for fixing a shear wall and a column comprises the following steps:
the method comprises the following steps of firstly, acquiring field construction data: acquiring and confirming data of required shear walls, columns and reinforcement positions according to different sites, and confirming requirements and data of design drawings;
step two, mounting a shear wall template 1 and a cylindrical template 2;
step three, manufacturing an arc-shaped part 5 and a straight rod part 6 according to the data collected in the step one, bending the arc-shaped part 5 into a U shape, forming a first mounting hole 7 in the center of the arc-shaped part 5, and forming a second mounting hole 8 in the straight rod part 6;
fourthly, on the basis of the second step, first grooves are formed in the straight rod part 6 and the arc-shaped part 5 and are oppositely arranged on the two groups of reinforcing components, a through hole 9 is formed in each first groove, and a sliding block part I17 is installed in each first groove;
step five, the vertical rod 21 and the horizontal rod 22 are attached to a pouring template, the height of the first support 12 on the vertical rod 21 is adjusted, the angle of the reinforcing rod 14 and the height of the second sliding block piece 26 are adjusted, and the second sliding block piece 26 is fixed to determine the height of the first support 12; step six, detachably connecting the first support 12 with the corresponding arc-shaped part 5, adjusting the level and fixing the first support by using a split bolt 10;
seventhly, installing a laser emitter 18 in the first slider part 17, installing a display plate 30 in the first slider part 17 of the other reinforcing component, and measuring the levelness of the two groups of reinforcing components;
step eight, when the levelness of the two groups of reinforcing components cannot be measured according to the step six, additionally arranging a flexible part 20 between the two groups of sliding block parts I17, measuring the actual path length of the punched hole 9 through marking the position of the flexible part 20, calculating the actual deviation angle of the punched hole 9, and adjusting the position height of the template when the deviation angle is larger than the design required angle;
step nine, after measurement and adjustment are finished, moving the first sliding part, additionally arranging a cylindrical template reinforcing part 28 and a shear wall template reinforcing part 29, installing the shear wall template reinforcing part 29 in the first groove, and installing the cylindrical template reinforcing part 28 on the surface of the cylindrical template 2;
and step ten, finishing the reinforcing installation, and pouring concrete between the templates after the reinforcing installation is finished.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. The utility model provides a fixed shear wall and cylindrical device, includes shear wall template (1) and cylinder template (2), shear wall template (1) is suitable for pouring shaping shear wall (3), cylinder template (2) are suitable for pouring shaping cylinder (4), its characterized in that: the reinforcing structure comprises a reinforcing component and a supporting component, wherein the reinforcing component is suitable for being respectively attached to a shear wall template (1) and a cylindrical template (2), and the supporting component is connected with the reinforcing component;
the reinforcing components are arranged in two groups, the two groups of reinforcing components are axially symmetrical along a pouring forming cylinder (4), each reinforcing component comprises an arc-shaped part (5) and a straight rod part (6), the arc-shaped parts (5) are suitable for being attached to a cylindrical template (2), locking parts are installed in the straight rod parts (6), the straight rod parts (6) are suitable for being attached to a shear wall template (1), and the locking parts are suitable for locking the shear wall template (1);
the support part is movably connected with the arc-shaped part (5), and the support part is suitable for supporting the arc-shaped part (5).
2. A device for securing a shear wall to a column according to claim 1, wherein: the arc-shaped piece (5) is provided with a first mounting hole (7), the straight rod piece (6) is provided with a second mounting hole (8), the second mounting holes (8) are provided with multiple groups, and the multiple groups of second mounting holes (8) are distributed in an arrayed manner;
every group all be provided with first recess in the reinforcement assembly, it is two sets of first recess sets up at the reinforcement assembly relatively, and is two sets of be provided with in straight member (6) to perforation (9), the retaining member includes split bolt (10) and split nut, install in perforation (9) and through split nut locking split bolt (10).
3. A device for securing a shear wall to a column according to claim 1, wherein: the supporting piece comprises a connecting piece (11), a first support (12) and a second support (13), the connecting piece (11) is detachably connected to the arc-shaped piece (5), the first support (12) is located on one side, back to the arc-shaped piece (5), of the connecting piece (11), and the first support (12) is fixedly connected with the connecting piece (11);
be provided with stiffener (14) between first support (12) and second support (13), stiffener (14) and second support (13) are rotated and are connected, second support (13) are suitable for through stiffener (14) support arc (5).
4. A device for securing a shear wall to a column according to claim 2, wherein: connecting piece (11) are the U-shaped, connecting piece (11) pass through mounting hole (7) threaded connection with arc (5), second support (13) are including curb plate (15) and bottom plate (16), curb plate (15) are equipped with two sets ofly, install the one end of stiffener (14) two sets ofly between curb plate (15), stiffener (14) rotate between both sides board (15).
5. A device for securing a shear wall to a column according to claim 2, wherein: install slider spare (17) in the first recess, slider spare (17) slide in the first recess, set up the mounting groove in slider spare (17), slider spare (17) are equipped with two sets ofly, and two sets of slider spare (17) distribute in two sets of reinforcement component, and a set of install laser emitter (18) in the mounting groove, another set install display panel (30) in the mounting groove, the output directive of laser emitter (18) is on symmetrical display panel (30).
6. A device for securing a shear wall to a column according to claim 5, wherein: be provided with bayonet socket (19) in slider spare (17), bayonet socket (19) and slider spare (17) fixed connection, install flexible piece (20) in bayonet socket (19), flexible piece (20) and bayonet socket (19) swing joint, flexible piece (20) are connected two sets of between slider spare (17).
7. A device for securing a shear wall to a column according to claim 3, wherein: the reinforcing component further comprises a vertical rod (21) and a horizontal rod (22), one end of the vertical rod (21) is fixedly connected with the first support (12), the other end of the vertical rod (21) is detachably connected with the corresponding end of the horizontal rod (22), the other end of the horizontal rod (22) is detachably connected with the second support (13), the vertical rod (21) is perpendicular to the horizontal rod (22), and the reinforcing rod (14) rotates relative to the horizontal rod (22).
8. A device for securing a shear wall to a column according to claim 7, wherein: vertical pole (21) are the telescopic link, vertical pole (21) are including interior pole (23) and outer pole (24), set up the blind hole in outer pole (24), interior pole (23) move in the blind hole, the surface of interior pole (23) and outer pole (24) all is equipped with through-hole, two poles through-hole looks adaptation, be provided with on outer pole (24) through-hole locating pin (25), locating pin (25) are suitable for fixedly vertical pole (21) are suitable for the height of flexible after-fixing first support (12).
9. A device for securing a shear wall to a column according to claim 7, wherein: the vertical rod (21) is provided with a second groove on the surface of one side relative to the horizontal rod (22), the second groove is arranged along the axis of the vertical rod (21), a second sliding block piece (26) is arranged in the second groove, the second sliding block piece (26) slides in the second groove, one side, back to the arc-shaped piece (5), of the second sliding block piece (26) is rotatably connected with the reinforcing rod (14), the second sliding block piece (26) is provided with a positioning hole (27), and the vertical rod (21) is provided with a positioning groove matched with the positioning hole (27).
10. A construction method for fixing a shear wall and a column is characterized by comprising the following steps:
the method comprises the following steps of firstly, acquiring field construction data: acquiring and confirming data of required shear walls, columns and reinforcement positions according to different sites, and confirming requirements and data of design drawings;
step two, installing a shear wall template (1) and a cylindrical template (2);
thirdly, manufacturing an arc-shaped part (5) and a straight rod part (6) according to the data acquired in the first step, bending the arc-shaped part (5) into a U shape, forming a first mounting hole (7) in the center of the arc-shaped part (5), and forming a second mounting hole (8) in the straight rod part (6);
fourthly, on the basis of the second step, first grooves are formed in the straight rod piece (6) and the arc piece (5), the first grooves are oppositely arranged on the two groups of reinforcing components, a pair of through holes (9) are formed in the first grooves, and a first sliding block piece (17) is installed in the first grooves;
fifthly, fitting the vertical rod (21) and the horizontal rod (22) to form a pouring template, adjusting the height of the first support (12) on the vertical rod (21), adjusting the angle of the reinforcing rod (14) and the height of the second sliding block piece (26), and fixing the second sliding block piece (26) to determine the height of the first support (12); sixthly, detachably connecting the first support (12) with the corresponding arc-shaped piece (5), adjusting the level and fixing the first support through a split bolt (10);
seventhly, installing a laser emitter (18) in the first sliding block piece (17), installing a display panel (30) in the first sliding block piece (17) of the other reinforcing component, and measuring the levelness of the two groups of reinforcing components;
step eight, when the levelness of the two groups of reinforcing components cannot be measured according to the step six, additionally arranging a flexible part (20) between the two groups of sliding block parts I (17), measuring the path length of the actual through hole (9) through marking the position of the flexible part (20), calculating the deviation angle of the actual through hole (9), and adjusting the position height of the template when the deviation angle is greater than the angle required by design;
step nine, after measurement and adjustment are finished, moving the first sliding part, additionally arranging a cylindrical template reinforcing part (28) and a shear wall template reinforcing part (29), installing the shear wall template reinforcing part (29) in the first groove, and installing the cylindrical template reinforcing part (28) on the surface of the cylindrical template (2);
and step ten, finishing the reinforcing installation, and pouring concrete between the templates after the reinforcing installation is finished.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011336377.6A CN112282360A (en) | 2020-11-25 | 2020-11-25 | Device for fixing shear wall and column and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011336377.6A CN112282360A (en) | 2020-11-25 | 2020-11-25 | Device for fixing shear wall and column and construction method thereof |
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| Publication Number | Publication Date |
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| CN112282360A true CN112282360A (en) | 2021-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011336377.6A Pending CN112282360A (en) | 2020-11-25 | 2020-11-25 | Device for fixing shear wall and column and construction method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126236A (en) * | 2022-07-25 | 2022-09-30 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
| CN115341553A (en) * | 2022-08-26 | 2022-11-15 | 佛山市新一建筑集团有限公司 | Foundation pit crown beam pouring template and crown beam construction method |
| CN115467510A (en) * | 2022-08-24 | 2022-12-13 | 江苏华邦建设有限公司 | Shear wall formwork system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB266124A (en) * | 1926-02-13 | 1927-02-24 | Charles William Glover | Improvements in or relating to apparatus for erecting walls with columns cast in situ |
| CN2806643Y (en) * | 2005-03-23 | 2006-08-16 | 中国新兴建设开发总公司 | Connecting angle mould for profiled column fiberglass reinforced plastic formboard |
| CN105569330A (en) * | 2015-12-18 | 2016-05-11 | 中国建筑第二工程局有限公司 | Strengthening formwork for large-section special-shaped column of outer building frame and construction method of strengthening formwork |
| CN206090317U (en) * | 2016-09-06 | 2017-04-12 | 中铁二十四局集团南昌铁路工程有限公司 | High pier slip form construction perpendicularity control device |
| CN211081023U (en) * | 2019-09-06 | 2020-07-24 | 连淑妹 | Anti-tilting device for supporting building template |
| CN211817983U (en) * | 2020-03-16 | 2020-10-30 | 四川省建筑机械化工程有限公司 | Template structure for lapping cylinder and straight wall |
-
2020
- 2020-11-25 CN CN202011336377.6A patent/CN112282360A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB266124A (en) * | 1926-02-13 | 1927-02-24 | Charles William Glover | Improvements in or relating to apparatus for erecting walls with columns cast in situ |
| CN2806643Y (en) * | 2005-03-23 | 2006-08-16 | 中国新兴建设开发总公司 | Connecting angle mould for profiled column fiberglass reinforced plastic formboard |
| CN105569330A (en) * | 2015-12-18 | 2016-05-11 | 中国建筑第二工程局有限公司 | Strengthening formwork for large-section special-shaped column of outer building frame and construction method of strengthening formwork |
| CN206090317U (en) * | 2016-09-06 | 2017-04-12 | 中铁二十四局集团南昌铁路工程有限公司 | High pier slip form construction perpendicularity control device |
| CN211081023U (en) * | 2019-09-06 | 2020-07-24 | 连淑妹 | Anti-tilting device for supporting building template |
| CN211817983U (en) * | 2020-03-16 | 2020-10-30 | 四川省建筑机械化工程有限公司 | Template structure for lapping cylinder and straight wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126236A (en) * | 2022-07-25 | 2022-09-30 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
| CN115126236B (en) * | 2022-07-25 | 2023-08-29 | 中国十七冶集团有限公司 | Irregular shear wall structure reinforcing system and construction method |
| CN115467510A (en) * | 2022-08-24 | 2022-12-13 | 江苏华邦建设有限公司 | Shear wall formwork system |
| CN115467510B (en) * | 2022-08-24 | 2024-04-19 | 江苏华邦建设有限公司 | Shear wall formwork system |
| CN115341553A (en) * | 2022-08-26 | 2022-11-15 | 佛山市新一建筑集团有限公司 | Foundation pit crown beam pouring template and crown beam construction method |
| CN115341553B (en) * | 2022-08-26 | 2023-07-21 | 佛山市新一建筑集团有限公司 | Foundation pit crown beam pouring template and crown beam construction method |
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Application publication date: 20210129 |