CN114482407A - Frame single-column integral cast-in-place structure and method - Google Patents
Frame single-column integral cast-in-place structure and method Download PDFInfo
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- CN114482407A CN114482407A CN202210086439.5A CN202210086439A CN114482407A CN 114482407 A CN114482407 A CN 114482407A CN 202210086439 A CN202210086439 A CN 202210086439A CN 114482407 A CN114482407 A CN 114482407A
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- 238000000034 method Methods 0.000 title claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 65
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000009415 formwork Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 description 14
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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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
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
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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
- 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
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model belongs to the technical field of the technique of construction and specifically relates to a frame stand column structure and method of whole cast-in-place, including setting up the steel reinforcement cage on the base, the week side of steel reinforcement cage is provided with template one and template two, template one and template two all are provided with two, two a parallel interval of template sets up, the both sides and the template two of template one are connected, be provided with the splice bar that is used for fixed steel reinforcement cage position between template one and the steel reinforcement cage, be provided with the foundation that is used for installing template one and template two on the base, be provided with the spacing subassembly that is used for connecting template one and template two on the template two. This application has the effect of the pouring quality that promotes the independent post.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a frame independent column integral cast-in-place structure and a method.
Background
With the increasing number of high-rise buildings, the frame-tube structure is widely applied gradually, and the rigid columns with better stress are generally used as independent columns which bear the load of the upper structure of the building. The method for pouring the concrete of the independent column comprises two pouring methods, wherein one method is layered pouring, the other method is one-time pouring, a formwork is fixed outside a steel bar framework after the steel bar framework is fixed, the concrete is poured into the formwork, and the formwork is detached after the pouring is finished.
The pouring method of the concrete of the independent column in the related technology comprises the following steps: binding the steel bars into a steel bar cage, fixing a template on the periphery of the steel bar cage, fixing the template on a base, fixing the template and the template, pouring concrete into the template after fixing the template, detaching the template after pouring, and pouring the complete independent column.
Aiming at the related technologies, the inventor thinks that the template and the reinforcement cage are arranged at intervals, when the steel reinforcement cage is poured, the reinforcement cage is easy to deviate relative to the template, and after the pouring is finished, the position of the reinforcement cage relative to the independent column deviates, so that the pouring quality of the independent column is influenced.
Disclosure of Invention
In order to improve the pouring quality of the independent columns,
in a first aspect, the present application provides a frame freestanding column cast-in-place construction as a whole.
The following technical scheme is adopted:
the utility model provides a whole cast-in-place structure of frame stand column, is including setting up the steel reinforcement cage on the base, the week side of steel reinforcement cage is provided with template one and template two, template one and template two all are provided with two, two a parallel interval of template sets up, the both sides and the template two of template one are connected, be provided with the splice bar that is used for fixed steel reinforcement cage position between template one and the steel reinforcement cage, be provided with the foundation that is used for installing template one and template two on the base, be provided with the spacing subassembly that is used for connecting template one and template two on the template two.
Through adopting above-mentioned technical scheme, through set up the splice bar between template one and steel reinforcement cage, splice bar connection template one and steel reinforcement cage fix the position of steel reinforcement cage, reduce when pouring, the phenomenon of skew appears in the steel reinforcement cage, promote to pour the quality.
Optionally, the splice bar is provided with the multiunit along steel reinforcement cage's length direction interval, every group the jack has been seted up with the position that the splice bar corresponds on the template one, the tip of splice bar passes the jack and extends to one side that deviates from steel reinforcement cage of template one, be provided with the mounting that is used for fixed connection on the template one.
Through adopting above-mentioned technical scheme, set up multiunit splice bar, further promote the stability of cooperation between template one and the steel reinforcement cage.
Optionally, the bottom pillar is provided with a plurality of, and is a plurality of the bottom pillar sets up with two template one and two template one-to-one, wherein the draw-in groove has been seted up to the tip of bottom pillar, with be provided with on the bottom pillar that the draw-in groove is adjacent to be used for with the fixture block of draw-in groove lock, the fixture block is inserted and is established in the draw-in groove.
Through adopting above-mentioned technical scheme, through fixture block and draw-in groove lock between the foundation to fix the position of each foundation.
Optionally, a rotating groove is formed in one side, close to the reinforcement cage, of the bottom column, a rotating portion is integrally arranged on one side, close to the bottom column, of the first template and a rotating portion is integrally arranged on the second template, the rotating portion is clamped in the rotating groove and is rotatably arranged in the rotating groove, an extending portion is integrally arranged on the second template, the extending portion abuts against the side face of the first template, and the limiting assembly is arranged on the extending portion.
Through adopting above-mentioned technical scheme, setting up rotation portion and rotating the inslot rotation setting, when installation template one and template two, can be earlier with rotation portion and rotating the inslot lock, then rotation template one or template two to appointed position promote the installation effectiveness, promote the stability of template one and template two bottoms simultaneously.
Optionally, the limiting assembly comprises a limiting rod, a limiting block and an elastic piece, the limiting rod slides on the extending portion along the length direction of the extending portion, a limiting groove is formed in one side, close to the extending portion, of the first template, the limiting block is arranged on the limiting rod and corresponds to the limiting groove, the limiting block is buckled with the limiting groove, and the elastic piece is arranged on the extending portion and connected with the limiting rod to be used for adjusting the position of the limiting rod.
By adopting the technical scheme, when the template II is installed, the template II drives the extension part to rotate to the first template, the second template continues to rotate, the limiting block and the limiting groove are buckled, and the second template is fixedly connected with the first template.
Optionally, the extending part is provided with a yielding groove, the limiting rod is provided with a control rod for adjusting the position of the limiting rod, and the control rod is arranged outside the extending part through the yielding groove.
Through adopting above-mentioned technical scheme, set up the control lever to when needs are with template one and template two separation, adjust the position of gag lever post through the control lever, and then adjust the position of stopper, make stopper and spacing groove separation.
Optionally, a fixed block is arranged at a position corresponding to one side of the base and the second template, a fixed groove is formed in the fixed block, an opening is formed in one side, away from the ground, of the fixed groove, and an adjusting assembly used for adjusting the position of the second template is arranged in the fixed groove.
Through adopting above-mentioned technical scheme, adjust the position of regulating block through adjusting part, and then be convenient for drive template two and rotate, be convenient for template two and template one connect fixedly.
Optionally, the adjusting part includes adjusting screw, push rod and the regulating block that slides and set up in the fixed slot, the one end and the template two of push rod rotate to be connected, and the other end extends to in the fixed slot and the regulating block rotates to be connected, adjusting screw sets up along the slip direction of regulating block, adjusting screw and regulating block screw-thread fit are connected.
Through adopting above-mentioned technical scheme, rotate adjusting screw, adjusting screw drives the regulating block and removes in the fixed slot, and the regulating block removes and drives two rotations of template through the push rod, and then adjusts the position of template two.
Optionally, be provided with the slider on the regulating block, be provided with on the fixed block and place the frame, it is provided with the joint subassembly in the frame to place, the joint subassembly includes joint pole, joint piece and joint spare, the joint pole sets up along the gliding direction of regulating block, the one end of joint pole is placing the frame internal rotation setting, and the other end and joint spare are connected, the joint spare sets up and is being used for driving the joint pole rotation placing the frame, the joint groove has been seted up on the slider, the joint piece sets up the one side that is close to the slider at the joint pole, joint piece and joint groove lock are used for fixing the position of slider.
Through adopting above-mentioned technical scheme, fix the regulating block through joint piece and joint groove lock, fix the position of template two through the push rod simultaneously, promote the stability of complex between template two and the template one.
In a second aspect, the present application provides a method for cast-in-place of a single column of a frame
The following technical scheme is adopted:
a method for integrally casting a frame independent column in situ comprises the following steps:
s1: fixing a reinforcement cage on a base, and then installing bottom columns on the periphery of the reinforcement cage;
s2: installing a first template on the side surface of the reinforcement cage through a bottom column, then installing a connecting rib on the first template through a fixing piece, and simultaneously connecting the connecting rib with the reinforcement cage;
s3: the second template is matched with the bottom column and rotates towards the reinforcement cage, the second template is driven to rotate to be matched with the first template through the push rod by moving the adjusting block, and then the second template is fixed through the limiting assembly;
s4: after the second template is completely matched with the second template, the clamping assembly fixes the position of the second template through the adjusting block and the push rod;
s5: and pouring concrete in the first template and the second template, and detaching the first template and the second template after pouring is finished.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the connecting rib is arranged between the first template and the reinforcement cage, so that the position of the reinforcement cage is fixed during pouring, the phenomenon of deviation of the reinforcement cage during pouring is reduced, and the pouring quality is improved;
2. the first template and the second template are fixed through the limiting assembly, so that the first template and the second template are convenient to connect and detach, and the pouring efficiency is improved.
Drawings
Fig. 1 is a schematic structural diagram of an integral cast-in-place structure of a single column of a middle frame according to an embodiment of the application.
Fig. 2 is a partially expanded view of the integral cast-in-place structure of the independent column of the middle frame according to the embodiment of the application.
Fig. 3 is a structural view of a connecting rib in the integral cast-in-place structure of the single column of the middle frame according to the embodiment of the application.
Fig. 4 is an enlarged view at a in fig. 3.
Fig. 5 is a structural view of an abdicating groove in the integral cast-in-place structure of the single-column of the middle frame according to the embodiment of the application.
Fig. 6 is a structural view of a limiting assembly in the integral cast-in-place structure of the single upright post of the middle frame according to the embodiment of the application.
Fig. 7 is a structural view of a fixing block in the integral cast-in-place structure of the independent column of the middle frame according to the embodiment of the application.
Fig. 8 is an enlarged view at B in fig. 7.
Fig. 9 is a structural view of an integral cast-in-place structural adjustment assembly of a single column of a middle frame according to an embodiment of the present application.
Reference numerals: 1. a base; 11. a reinforcement cage; 12. connecting ribs; 2. a first template; 21. a jack; 22. a fixing member; 3. a second template; 31. a rotating part; 4. a bottom pillar; 41. a card slot; 42. a clamping block; 43. a rotating groove; 5. a limiting component; 51. a limiting rod; 511. a control lever; 52. a limiting block; 53. an elastic member; 6. an extension portion; 61. a limiting groove; 611. a communicating portion; 612. a clamping part; 62. a yielding groove; 7. a fixed block; 71. fixing grooves; 72. placing the frame; 8. an adjustment assembly; 81. an adjusting block; 811. a slider; 812. a clamping groove; 82. adjusting the screw rod; 821. a hand wheel; 83. a push rod; 9. a clamping assembly; 91. a clamping and connecting rod; 911. a handle; 92. a clamping block; 921. a guide ramp; 93. a clamping piece.
Detailed Description
The present application is described in further detail below with reference to figures 1-9.
The application discloses a whole cast-in-place structure of frame detached column.
Referring to fig. 1 and 2, the whole cast-in-place structure of frame independent post is including base 1, be fixed with reinforcement cage 11 that the reinforcement becomes on base 1, this reinforcement cage 11 can choose cylindric or the cuboid form for use according to the shape of independent post, adopt cylindricly in this implementation, reinforcement cage 11 perpendicular to base 1 sets up, place the board of pouring at the peripheral interval of reinforcement cage 11, to pouring the inboard concreting, after pouring the completion, dismantle the template, accomplish pouring of independent post.
Referring to fig. 3 and 4, the pouring plate comprises a first template 2 and a second template 3, the first template 2 and the second template 3 are both provided with two groups, the first template 2 and the second template 3 of each group are both provided with two groups, the first template 2 and the second template 3 are arranged around the reinforcement cage 11, both sides of the first template 2 are both connected with the second template 3, the first 2 parallel templates are arranged at intervals, connecting ribs 12 are arranged between the reinforcement cage 11 and the first 2 templates, the connecting ribs 12 are provided with multiple groups, and the multiple groups of connecting ribs 12 are arranged at intervals along the length direction of the reinforcement cage 11. Every group's splice bar 12 includes two, and two splice bars 12 interval sets up on the horizontal direction, and the one end and the template of splice bar 12 are connected, and the other end is connected through steel reinforcement cage 11 and another template 2, and splice bar 12 and steel reinforcement cage 11 are connected, run through with the position that splice bar 12 corresponds on template 2 and seted up jack 21, and one side that deviates from steel reinforcement cage 11 on template 2 is provided with the mounting 22 that is used for fixed connection muscle 12. Pass template one 2 with splice bar 12 and then fix splice bar 12 through mounting 22, and then fix the position of steel reinforcement cage 11, reduce the phenomenon that steel reinforcement cage 11 appears the skew when the building, promote and pour the quality.
Referring to fig. 3 and 5, the fixing member 22 may be disposed on the bolt, the bolt is in threaded fit with the first template 2, an end of the bolt is disposed corresponding to the insertion hole 21, and after the connection rib 12 is inserted into the insertion hole 21, the bolt is rotated to enable the end of the bolt to abut against a side surface of the connection rib 12, so as to fix the connection rib 12.
Referring to fig. 2 and 3, a plurality of bottom pillars 4 for installing the templates are arranged on the base 1, the bottom pillars 4 are arranged in a one-to-one correspondence manner with the two templates one 2 and the two templates two 3, a clamping groove 41 is formed in the end portion of one of the bottom pillars 4 in a penetrating manner along the vertical direction, a clamping block 42 is arranged on the bottom pillar 4 adjacent to the clamping groove 41, and the two bottom pillars 4 are fixedly connected together by inserting the clamping block 42 into the clamping groove 41.
Referring to fig. 3 and 4, the first template 2 and the second template 3 are mounted on the bottom column 4 in the same mode, a rotating groove 43 is formed in one side, close to the reinforcement cage 11, of the bottom column 4, a rotating portion 31 is integrally formed in one side, close to the bottom column 4, of the first template 2 and the second template 3, the rotating portion 31 is arranged in the rotating groove 43 in a rotating mode, when the first template 2 is mounted, the rotating portion 31 is placed in the rotating groove 43, then one side, away from the bottom column 4, of the first template 2 is rotated towards the reinforcement cage 11 until the first template 2 rotates to a vertical state, then the connecting rib 12 is connected with the first template 2, after the two first templates 2 are mounted, the second template 3 is mounted on the bottom column 4 and rotates in the same mode, and the first template 2 and the second template 3 are provided with a limiting assembly 5 for fixing the first template 2 and the second template 3.
Referring to fig. 5 and 6, two sides of the second template 3 adjacent to the bottom pillar 4 are integrally provided with extending portions 6, the extending portions 6 are arranged along a direction toward the first template 2, that is, along a length direction of a side surface of the first template 2 and are perpendicular to the second template 3, the limiting assembly 5 includes a limiting rod 51, a limiting block 52 and an elastic member 53, the limiting rod 51 is arranged at one side of the extending portions 6 close to the first template 2 and is slidably arranged along the length direction of the extending portions 6 on the extending portions 6, the limiting block 52 is arranged on the limiting rod 51, the elastic member 53 can be a spring, one end of the spring is connected with the first template 2, the other end of the spring is connected with the limiting rod 51 and is used for driving the limiting rod 51 to move on the first template 2, one side of the first template 2 close to the extending portions 6 is provided with a limiting groove 61, the limiting groove 61 includes a communicating portion 611 and a clamping portion 612 which are integrally arranged, the clamping portion 612 is arranged along a sliding direction of the limiting rod 51, one end of the communicating portion 611 is communicated with the clamping portion 612, the other end of the communicating portion 611 is obliquely arranged in the direction towards the bottom pillar 4, an opening is formed in the side face of the first template 2, the limiting block 52 is slidably arranged in the communicating portion 611 and the clamping portion 612, can move into the clamping portion 612 through the communicating portion 611 and is clamped in the clamping portion 612.
When the template is installed, the second rotating template 3 drives the extending portion 6 to move to the first template 2, the clamping block 42 enters the communicating portion 611 through the opening of the communicating portion 611, the clamping block 42 drives the limiting rod 51 to move and compress the elastic piece 53 while moving, the second template 3 continues to rotate, when the second template 3 rotates to the position corresponding to the communicating portion 611, the limiting rod 51 is driven to move under the action of the elastic piece 53, the limiting rod 51 drives the limiting block 52 to move to be buckled with the buckling portion 612, and then the second template 3 is fixedly connected with the first template 2.
Referring to fig. 5 and 6, a control rod 511 is arranged on the limiting rod 51, a yielding groove 62 is formed in the extending portion 6 corresponding to the control rod 511, one end of the control rod 511, which is away from the limiting rod 51, extends to the outside of the extending portion 6 through the yielding groove 62, the control rod 511 is arranged in the yielding groove 62 in a sliding manner, when the template two 3 and the template one 2 need to be separated, the limiting rod 51 is moved through the control rod 511, and the limiting rod 51 drives the limiting block 52 to move to be separated from the clamping portion 612, so that the template one 2 and the template two 3 are separated.
Referring to fig. 5 and 6, the limiting blocks 52 are provided with a plurality of limiting grooves 61 along the length direction of the limiting rods 51, the limiting grooves 61 are also provided with a plurality of limiting grooves 61, the limiting grooves 61 and the limiting blocks 52 are arranged in a one-to-one correspondence manner, the first template 2 and the second template 3 are fixed through the matching of the limiting blocks 52 and the limiting grooves 61, and the connection stability of the first template and the second template is further improved.
Referring to fig. 7 and 8, in order to facilitate the rotation of the second template 3 to a designated position, a fixing block 7 is disposed on one side of the base 1, the fixing block 7 is disposed on one side of the base 1 corresponding to the second template 3, a fixing groove 71 is disposed on the fixing block 7, and an opening is formed in one side of the fixing groove 71 away from the ground in a penetrating manner. Be provided with adjusting part 8 in fixed slot 71, adjusting part 8 includes regulating block 81, adjusting screw 82 and push rod 83, regulating block 81 slides along the direction towards template two 3 in fixed slot 71 and sets up, the one end and the template two 3 of push rod 83 rotate to be connected, the other end extends to in the fixed slot 71 and the regulating block 81 rotates to be adjusted, adjusting screw 82 sets up along the length direction of fixed slot 71, and adjusting screw 82 runs through fixed block 7 and is connected with fixed block 7 screw-thread fit, be provided with hand wheel 821 at adjusting screw 82's tip, so that rotate adjusting screw 82 through hand wheel 821, and then adjust the position of regulating block 81 in fixed slot 71, then drive template two 3 through push rod 83 and rotate, so that template two 3 rotate to with template one 2 butt.
Referring to fig. 7 and 8, a placing frame 72 is disposed on a fixing block 7, a slider 811 is disposed on an adjusting block 81, the slider 811 is disposed outside the fixing block 7, a clamping assembly 9 for limiting the position of the fixing block 7 is disposed in the placing frame 72, the clamping assembly 9 includes a clamping rod 91, a clamping block 92 and a clamping member 93, the clamping rod 91 is slidably disposed along the length direction of the fixing groove 71, the clamping block 92 is disposed on one side of the clamping rod 91 near the slider 811, a plurality of clamping blocks 92 are disposed, the clamping blocks 92 are arranged along the length direction of the clamping rod 91, a plurality of clamping grooves 812 are disposed on one side of the slider 811 near the clamping block 92, the clamping blocks 92 and the clamping grooves 812 are fastened to fix the position of the fixing block 7, the clamping member 93 can be configured as a spring, one end of the spring is connected to one side of the clamping rod 91 away from the clamping block 92, and the other end is connected to the inner wall of the placing frame 72, the clamping member 93 is used for driving the clamping rod 91 to rotate, so as to drive the clamping block 92 and the clamping groove 812 to be buckled.
Referring to fig. 7 and 8, the clamping member 93 is disposed on the clamping rod 91 at a position far away from the rotation end of the clamping rod 91, so that the clamping member 93 drives the clamping rod 91 to rotate, and the end of the clamping rod 91 is provided with a handle 911, the handle 911 is disposed outside the placing frame 72 and connected with one end of the clamping rod 91 close to the clamping member 93, so that the clamping rod 91 is manipulated by the handle 911. In addition, the stability of fixing the fixed block 7 is improved by arranging a plurality of clamping blocks 92 and clamping grooves 812 in a buckling mode.
Referring to fig. 7 and 8, a guide inclined plane 921 is provided at an end of the clamping block 92 close to the clamping groove 812, the clamping groove 812 is provided in a shape corresponding to an end of the clamping block 92, and the guide inclined plane 921 abuts against an inner wall of the clamping groove 812, the guide inclined plane 921 is provided so that when the fixing block 7 moves in a direction toward the second template 3, the clamping block 92 and the clamping groove 812 can be separated under the action of the guide inclined plane 921, after the clamping block 92 is moved, the clamping block 92 is buckled with the clamping groove 812 again, the moving direction of the fixing block 7 is limited, and further the second template 3 can be conveniently installed, when the second template 3 and the first template 2 are required to be separated, the clamping block 92 is adjusted to be separated from the clamping groove 812 through the clamping rod 91, and the fixing block 7 can be moved in a reverse direction.
The implementation principle of the embodiment is as follows: when installation template 2, be connected with steel reinforcement cage 11 and template 2 respectively through splice bar 12, then fix splice bar 12 on template 2 through mounting 22, then rotate template two 3 and connect template two 3 through spacing subassembly 5 and template 2, the position of template two 3 is adjusted to the rethread adjusting part 8, fix template one 2 and template two 3 in the week side of steel reinforcement cage 11, fix steel reinforcement cage 11 simultaneously, reduce when pouring, the phenomenon of skew appears in steel reinforcement cage 11, promote and pour the quality.
The application also discloses an integral cast-in-place method of the frame independent column, and the integral cast-in-place structure of the frame independent column is adopted.
An integral cast-in-place method of a frame independent column comprises the following steps:
s1: fixing a reinforcement cage 11 on a base 1, and then installing a bottom column 4 on the periphery of the reinforcement cage 11;
s2: installing a template I2 on the side surface of the reinforcement cage 11 through a bottom column 4, then installing a connecting rib 12 on the template I2 through a fixing piece 22, and simultaneously connecting the connecting rib 12 with the reinforcement cage 11;
s3: matching the second template 3 with the bottom column 4, rotating towards the reinforcement cage 11, driving the second template 3 to rotate to match with the first template 2 through the push rod 83 by moving the adjusting block 81, and then fixing through the limiting assembly 5;
s4: after the second template 3 is completely matched with the second template 3, the clamping assembly 9 fixes the position of the second template 3 through the adjusting block 81 and the push rod 83;
s5: and pouring concrete in the first template 2 and the second template 3, and detaching the first template 2 and the second template 3 after pouring is finished.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a whole cast-in-place structure of frame list post, includes steel reinforcement cage (11) of setting on base (1), its characterized in that: the week side of steel reinforcement cage (11) is provided with template (2) and template two (3), template (2) and template two (3) all are provided with two, two the parallel interval of template (2) sets up, the both sides and the template two (3) of template (2) are connected, be provided with between template (2) and steel reinforcement cage (11) and be used for the splice bar (12) of fixed steel reinforcement cage (11) position, be provided with foundation (4) that are used for installing template (2) and template two (3) on base (1), be provided with spacing subassembly (5) that are used for connecting template (2) and template two (3) on template two (3).
2. The integral cast-in-place structure of the frame independent column as claimed in claim 1, wherein: the length direction interval of splice bar (12) along steel reinforcement cage (11) is provided with the multiunit, every group jack (21) have been seted up with the position that splice bar (12) corresponds on template (2), the tip of splice bar (12) passes jack (21) and extends to one side that one (2) of template deviate from steel reinforcement cage (11), be provided with mounting (22) that are used for fixed connection muscle (12) on template (2).
3. The integral cast-in-place structure of the frame independent column as claimed in claim 2, wherein: the utility model discloses a building formwork structure, including base pillar (4), draw-in groove (41) have been seted up to base pillar (4) and two template one (2) and template two (3) one-to-one setting, wherein draw-in groove (41) have been seted up to the tip of base pillar (4), with be provided with on base pillar (4) that draw-in groove (41) are adjacent and be used for fixture block (42) with draw-in groove (41) lock, fixture block (42) are inserted and are established in draw-in groove (41).
4. The integral cast-in-place structure of the frame independent column as claimed in claim 3, wherein: rotation groove (43) have been seted up to one side that foundation column (4) are close to steel reinforcement cage (11), template (2) with one side an organic whole that is close to foundation column (4) on template two (3) is provided with rotation portion (31), rotation portion (31) card is established and is rotating groove (43) internal rotation setting in rotation groove (43), an organic whole is provided with extension (6) on template two (3), the side butt of extension (6) and template (2), spacing subassembly (5) set up on extension (6).
5. The integral cast-in-place structure of the frame independent column as claimed in claim 4, wherein: spacing subassembly (5) include gag lever post (51), stopper (52) and elastic component (53), gag lever post (51) slide on extension (6) along the length direction of extension (6) and set up, spacing groove (61) have been seted up to one side that is close to extension (6) on template (2), stopper (52) set up the position that corresponds with spacing groove (61) on gag lever post (51), stopper (52) and spacing groove (61) lock, elastic component (53) set up in extension (6) portion and gag lever post (51) are connected and are used for adjusting the position of gag lever post (51).
6. The integral cast-in-place structure of the frame independent column as claimed in claim 5, wherein: offer on extension (6) and let groove (62), be provided with on gag lever post (51) and be used for adjusting control lever (511) of gag lever post (51) position, control lever (511) set up the outside at extension (6) through letting groove (62).
7. The integral cast-in-place structure of the frame independent column as claimed in claim 5, wherein: one side of base (1) and the position that template two (3) correspond are provided with fixed block (7), fixed slot (71) have been seted up on fixed block (7), the opening has been seted up to one side that fixed slot (71) deviate from ground, be provided with in fixed slot (71) and be used for adjusting module (8) of template two (3) position.
8. The integral cast-in-place structure of the single-column frame as claimed in claim 7, wherein: adjusting part (8) include adjusting screw (82), push rod (83) and slide adjusting block (81) that sets up in fixed slot (71), the one end and template two (3) of push rod (83) rotate to be connected, and the other end extends to in fixed slot (71) and adjusting block (81) rotate to be connected, adjusting screw (82) set up along the slip direction of adjusting block (81), adjusting screw (82) and adjusting block (81) screw-thread fit are connected.
9. The integral cast-in-place structure of the frame independent column as claimed in claim 8, wherein: a slide block (811) is arranged on the adjusting block (81), a placing frame (72) is arranged on the fixed block (7), a clamping component (9) is arranged in the placing frame (72), the clamping component (9) comprises a clamping rod (91), a clamping block (92) and a clamping piece (93), the clamping rod (91) is arranged along the sliding direction of the adjusting block (81), one end of the clamping rod (91) is rotationally arranged in the placing frame (72), the other end is connected with the clamping piece (93), the clamping piece (93) is arranged on the placing frame (72) and is used for driving the clamping rod (91) to rotate, the sliding block (811) is provided with a clamping groove (812), the clamping block (92) is arranged on one side of the clamping rod (91) close to the sliding block (811), the clamping block (92) and the clamping groove (812) are buckled and used for fixing the position of the sliding block (811).
10. An integral cast-in-place method for a frame independent column, which adopts the integral cast-in-place structure for the frame independent column as claimed in claim 6 or 9, and is characterized by comprising the following steps:
s1: fixing a reinforcement cage (11) on a base (1), and then installing a bottom column (4) on the periphery of the reinforcement cage (11);
s2: installing a template I (2) on the side surface of the reinforcement cage (11) through a bottom column (4), then installing a connecting rib (12) on the template I (2) through a fixing piece (22), and simultaneously connecting the connecting rib (12) with the reinforcement cage (11);
s3: the second template (3) is matched with the bottom column (4) and rotates towards the reinforcement cage (11), the second template (3) is driven to rotate to be matched with the first template (2) through a movable adjusting block (81) through a push rod (83), and then the second template is fixed through a limiting assembly (5);
s4: after the second template (3) is completely matched with the second template (3), the clamping assembly (9) fixes the position of the second template (3) through the adjusting block (81) and the push rod (83);
s5: and pouring concrete in the first template (2) and the second template (3), and detaching the first template (2) and the second template (3) after pouring is finished.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210086439.5A CN114482407B (en) | 2022-01-25 | 2022-01-25 | Integral cast-in-place structure and method for frame independent column |
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| CN202210086439.5A CN114482407B (en) | 2022-01-25 | 2022-01-25 | Integral cast-in-place structure and method for frame independent column |
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| CN114482407B CN114482407B (en) | 2023-04-11 |
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| CN114482407B (en) | 2023-04-11 |
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