CN114482691A - Assembled airport enclosure foundation template and using method thereof - Google Patents
Assembled airport enclosure foundation template and using method thereof Download PDFInfo
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- CN114482691A CN114482691A CN202210182865.9A CN202210182865A CN114482691A CN 114482691 A CN114482691 A CN 114482691A CN 202210182865 A CN202210182865 A CN 202210182865A CN 114482691 A CN114482691 A CN 114482691A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted 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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; 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
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/26—Devices for erecting or removing fences
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
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Abstract
The utility model relates to an assembled airport enclosure basic formwork relates to the field of template is pour in the construction, sets up in crisscross foundation ditch of arranging, the grade beam hole, including crisscross base template and the grade beam template that sets up of a plurality of, the base template sets up in the foundation ditch, is provided with the fixed subassembly of base on the base template, the grade beam template sets up in the grade beam hole, the grade beam template is connected with the base template, be provided with the fixed subassembly of grade beam on the grade beam template, the fixed subassembly of base is used for fixed base template, the fixed subassembly of grade beam is used for fixed grade beam template. The application also relates to a use method of the assembly type airport enclosure foundation template. This application has the effect that improves enclosure stand base, grade beam efficiency of construction.
Description
Technical Field
The application relates to the field of construction pouring templates, in particular to an assembled airport enclosure foundation template and a using method thereof.
Background
In the airport construction process, enclosure construction is needed, and an airport is isolated from the outside through the enclosure.
The enclosure construction process needs to firstly adopt concrete to pour the enclosure upright post base and the ground beam, and in the pouring process, a wood formwork is usually adopted as a pouring formwork of the upright post base and the ground beam. In the construction, a foundation pit and a ground beam pit are dug firstly, a vertical upright column base template is arranged in the foundation pit by adopting a wood template, a horizontal ground beam template is arranged in the ground beam pit by adopting a wood template, and concrete is poured in the upright column base template and the ground beam template, so that the construction of the enclosure upright column base and the ground beam is completed.
Because the wooden template has the difficulty of erection and removal, the construction process of the enclosure upright column base and the ground beam is easy to slow, and the construction efficiency is further reduced.
Disclosure of Invention
In order to improve the efficiency of enclosure stand column base, grade beam construction, this application provides an assembled airport enclosure basis template and application method.
In a first aspect, the application provides an assembled airport enclosure foundation template, which adopts the following technical scheme:
an assembled airport enclosure basic template is arranged in foundation pits and ground beam pits which are arranged in a staggered manner, and comprises a plurality of base templates and ground beam templates which are arranged in a staggered manner, wherein each base template comprises a base steel template and two first wood baffles, the two base steel templates are vertically arranged and are arranged oppositely, two sides of each of the two base steel templates in the vertical direction extend towards one side close to each other, the two first wood baffles are vertically arranged and are vertically clamped between the two base steel templates, the first wood baffles are respectively abutted against the two base steel templates and the extending parts of the two base steel templates, abdicating holes penetrating through the thickness are formed in the top surface of each first wood baffle, stand column reserved pipes are vertically arranged between the two base steel templates, and the bottom ends of the stand column reserved pipes are sealed;
the ground beam templates comprise two ground beam steel templates and two second wood baffles, the two ground beam steel templates are horizontally arranged and are arranged oppositely, the space between the two ground beam steel templates is opposite to the abdicating hole, two ends of one ground beam steel template are respectively abutted with the extending parts of the two adjacent base steel templates, two ends of the other ground beam steel template are respectively abutted with the extending parts of the other two adjacent base steel templates, the two second wood baffles are vertically arranged between the two ground beam steel templates, and one end, close to the first wood baffle, of each second wood baffle is abutted with the first wood baffle;
the base template is provided with a base fixing component, the ground beam template is provided with a ground beam fixing component, the base fixing component is used for fixing the base steel template and the first wood baffle, and the ground beam fixing component is used for fixing the ground beam steel template and the second wood baffle.
Through adopting above-mentioned technical scheme, it is fixed with two base steel form and two first wooden baffles through base fixed subassembly, thereby assemble into the base template, it is fixed with two grade beam steel form and two second wooden baffles through grade beam fixed subassembly, thereby assemble into the grade beam template, and make grade beam template and base template can be through the hole intercommunication of stepping down, because enclose the border basic template and constitute through the base template and the grade beam template of assembly, and when demolising, only need with the base steel form, the grade beam steel form is demolishd, make the process of enclosing the border basic template in establishing and demolising faster, convenient, enclosed the stand base, the efficiency of grade beam construction has been improved.
Compared with a wood template, the base steel template and the ground beam steel template are not easy to deform and damage, so that the base steel template and the ground beam steel template can be repeatedly recycled and used, and the construction quality is easy to ensure; meanwhile, the first wood baffle and the second wood baffle block the concrete, so that the concrete is not easy to flow into a foundation pit and a ground beam pit, the waste of the concrete is reduced, and the construction cost is reduced.
Optionally, two the top, the bottom of grade beam steel form all extend towards the direction of keeping away from each other, and one side fixedly connected with connecting plate that base steel form extension department is close to the grade beam steel form, and the connecting plate joint is in between the top extension department and the bottom extension department of grade beam steel form, and with the one side butt that the grade beam steel form is close to each other.
Through adopting above-mentioned technical scheme, because the connecting plate joint is extended between department and the bottom extension department at grade beam steel form top for grade beam steel form is connected stably with the base steel form, is difficult for taking place the dislocation condition, makes the grade beam template be in stable condition at the in-process of pouring concrete.
Optionally, the stand is reserved the pipe top and is worn to be equipped with the support bar, and the draw-in groove has all been seted up on two base steel form tops, and the one end joint of support bar is in a draw-in groove, and the other end joint is in another draw-in groove.
Through adopting above-mentioned technical scheme, set up the stand with stand reservation pipe with the brace bar in the draw-in groove, after the concrete initial set, reserve the pipe through the brace bar with the stand and take out from the base for the stand is reserved the pipe and is convenient for take out, and because the draw-in groove is to the joint of brace bar, makes the stand reserve the position of pipe and is difficult for taking place the skew at the in-process of pouring concrete.
Optionally, the bottom end of the stand column reserved pipe is provided with a vent hole, an adhesive tape is pasted and covered at the vent hole, and the adhesive tape is located in the stand column reserved pipe.
Through adopting above-mentioned technical scheme, when the pouring concrete, because the sticky tape seals the air vent for it is difficult for in the stand reservation pipe to flow into from the air vent for the concrete, after the concrete initial set, take off the sticky tape from the air vent, then reserve the pipe through the reinforcing bar with the stand and take out from the concrete, reserve the in-process that the pipe was taken out at the stand, the air vent is reserved the stand with the stand and is reduced the atmospheric pressure between pipe and the concrete, and then make the stand reserve the pipe and easily take out from the concrete.
Optionally, the fixed subassembly of base includes first angle steel and first square timber, and first angle steel is fixed to be set up in one side that first timber baffle was kept away from to a base steel form, and first square timber corresponds with first angle steel, and first square timber is located one side that first angle steel was kept away from to another base steel form, and first angle steel all is connected through fastening step by step with the both ends of first square timber.
Through adopting above-mentioned technical scheme, tightly fix first angle steel and first side wood step by step for the fixed of base steel form and first wood baffle and dismantlement are convenient, have improved the base template and have established and the efficiency of dismantling, and then have improved the efficiency of construction.
Optionally, the fixed subassembly of grade beam includes the second square timber, and the second square timber is provided with a plurality of, and the symmetry sets up in the one side of keeping away from each other of two grade beam steel form, and the second square timber of one side is kept away from each other of two grade beam steel form is through step fastening fixed connection.
Through adopting above-mentioned technical scheme, tightly fix a plurality of second square timber step by step for the fixed of grade beam steel form and second timber baffle and dismantlement are convenient, have improved the efficiency that the grade beam template was established and was dismantled, and then have improved the efficiency of construction.
Optionally, the fixed subassembly of grade beam still includes the mounting, and the mounting includes second angle steel and limiting plate, and the second angle steel is located the top of grade beam steel form, and the limiting plate is provided with four, and sets up along the length direction of second angle steel, limiting plate and second angle steel fixed connection, a grade beam steel form joint between two limiting plates, and another grade beam steel form joint is between two other limiting plates.
Through adopting above-mentioned technical scheme, carry out the joint with two ground beam steel form through second angle steel and four limiting plates for the position of two ground beam steel form is more stable, is difficult for taking place the displacement at the in-process of pouring concrete, has improved the quality of ground beam template pouring concrete.
Optionally, one end of the supporting steel bar close to the first angle steel is fixedly connected with the first angle steel through step tightening, and the other end of the supporting steel bar is fixedly connected with the first square wood through step tightening.
Through adopting above-mentioned technical scheme, tightly fix support reinforcement and first angle steel, first square timber through step for support reinforcement and base steel form fixed connection, and then make the base form at the in-process of pouring concrete, the difficult emergence of stand reservation pipe floats the condition.
Optionally, the column reserved pipe is manufactured by a PE pipe.
By adopting the technical scheme, the PE pipe has the characteristics of low-temperature impact resistance, wear resistance and aging resistance, so that the stand column reserved pipe is not easy to damage in the using process, and the service life of the stand column reserved pipe is prolonged.
In a second aspect, the application provides a method for using an assembly type airport enclosure foundation template, which adopts the following technical scheme:
a use method of an assembly type airport enclosure foundation template comprises the following steps:
digging a foundation pit: digging foundation pits and ground beam pits which are alternately arranged in advance on a construction site of the enclosure;
erecting a base template: vertically placing two base steel templates in a foundation pit, installing two first wood baffles between the two base steel templates, fixing the base steel templates through a base fixing assembly, placing an upright column reserved pipe between the two base steel templates, and pressing a heavy object at the top end of the upright column reserved pipe;
erecting a ground beam template: horizontally placing two ground beam steel templates in a ground beam pit, installing two second wood baffles between the two ground beam steel templates, enabling the ground beam steel templates to be abutted against the extending parts of two adjacent base steel templates, enabling the second wood baffles to be abutted against the first wood baffles, enabling the space between the two ground beam templates to be over against the abdicating hole, fixing the ground beam templates through a ground beam fixing assembly, and meanwhile, suspending and clamping a support rod between the two ground beam templates;
pouring concrete: pouring concrete in the base template and the ground beam template, taking the support rod out of the position between the two ground beam templates when the height of the concrete reaches the position of the support rod, and then continuously pouring the concrete until the base template and the ground beam template are filled with the concrete;
removing the base template and the ground beam template: when the concrete is initially set, the heavy object is taken down, the stand column reserved pipe is taken out of the concrete, after the concrete is solidified, the base fixing component and the ground beam fixing component are detached, then the base template and the ground beam template are detached, and the construction of the base and the ground beam is completed.
Through adopting above-mentioned technical scheme, dig earlier and establish foundation ditch and grade beam hole, then assemble two base steel form and two first wooden baffles in the foundation ditch, place the stand in the base template and reserve the pipe, and reserve the pipe top at the stand and place the heavy object, it is difficult for taking place to float to make the stand reserve the pipe, fix the base template through base fixed subassembly, assemble two grade beam steel form and two second wooden baffles in the grade beam hole, and fix through grade beam fixed subassembly, press from both sides the unsettled clamp of bracing piece between two grade beam steel form simultaneously, then at the base template, pour the concrete in the grade beam template.
When the height of the concrete reaches the position of the supporting rod, taking out the supporting rod, and then continuing pouring until the base template and the ground beam template are filled with the concrete; when the concrete is initially set, taking down the heavy object and taking the stand column reserved pipe out of the concrete; after the concrete solidifies, demolish fixed subassembly of base, the fixed subassembly of grade beam, then demolish base template, grade beam template to accomplish the construction of base and grade beam, because base template, grade beam template all assemble through the steel template, make the foundation of base template, grade beam template establish, demolish more swiftly, convenient, improved the efficiency of bounding base, grade beam construction.
In summary, the present application includes at least one of the following beneficial technical effects:
the foundation steel template, the first wood baffle assembly foundation template, the ground beam steel template and the second wood baffle assembly ground beam template are adopted, so that the foundation template and the ground beam template are quickly and conveniently erected and dismantled, and the construction efficiency of the enclosure foundation and the ground beam is improved;
the air vents are formed in the bottom ends of the stand column reserved pipes, so that air pressure between the stand column reserved pipes and concrete is reduced, and the stand column reserved pipes are easy to take out of the concrete;
through step fastening and fixing first angle steel and first square timber for the fixed of base template is convenient, through step fastening and fixing a plurality of second square timber simultaneously, makes the fixed of grade beam template convenient.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is an enlarged view at A in FIG. 1;
FIG. 3 is a cross-sectional view intended to illustrate a vent;
FIG. 4 is a schematic structural diagram for explaining the assembly relationship between a connecting plate and a steel template of a ground beam;
fig. 5 is a schematic view for explaining the structure of the fixing member.
Description of reference numerals:
1. a base template; 11. a base steel form; 111. a card slot; 12. a connecting plate; 13. a first wood barrier; 131. a hole of abdication; 14. a column reserved pipe; 141. a vent hole; 142. an adhesive tape; 15. supporting the reinforcing steel bars; 2. a base fixing assembly; 21. a first angle steel; 22. a first square timber; 3. a ground beam template; 31. a ground beam steel template; 32. a second wooden baffle; 33. a support bar; 4. a ground beam fixing component; 41. a second square timber; 42. a fixing member; 421. a second angle steel; 422. and a limiting plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses an assembled airport enclosure foundation template. Referring to fig. 1, an assembled airport enclosure basic template, the setting is at the crisscross foundation ditch of arranging, in the grade beam hole, base template 1 and grade beam template 3 including the crisscross setting of a plurality of, base template 1 sets up in the foundation ditch, be provided with the fixed subassembly 2 of base on the base template 1, grade beam template 3 sets up in the grade beam hole, grade beam template 3 is connected with base template 1, be provided with the fixed subassembly 4 of grade beam on the grade beam template 3, the fixed subassembly 2 of base is used for fixed base template 1, the fixed subassembly 4 of grade beam is used for fixed grade beam template 3.
During the use, assemble a plurality of base template 1 in the foundation ditch, and all adopt the fixed subassembly 2 of base to fix, then assemble a plurality of grade beam template 3 in the grade beam hole, and all adopt the fixed subassembly 4 of grade beam to fix, grade beam template 3 is connected with base template 1 simultaneously, make base and grade beam an organic whole water the post, base template 1, grade beam template 3 is accomplished through the assembly and is erected, make base template 1, the erecting of grade beam template 3, demolish swiftly, the foundation bed of bounding has been improved, the efficiency of construction of grade beam.
Referring to fig. 1, base template 1 includes base steel form 11 and first wooden baffle 13, and base steel form 11 is provided with two, and equal vertical setting, and two base steel form 11 all are the rectangle, and just to setting up, and the both sides of the vertical direction of two base steel form 11 all extend towards the direction that is close to each other.
Referring to fig. 1, first wooden baffle 13 is provided with two, and all vertical setting, and two first wooden baffles 13 all are rectangular plate-like, and just to setting up, and first wooden baffle 13 is located perpendicularly between two base steel form 11, and the distance between width and two base steel form 11 equals, and two first wooden baffles 13 are located 11 width direction's of base steel form both ends respectively, and with the extension department butt of base steel form 11.
Referring to fig. 1, the hole 131 of stepping down has been seted up on the first wooden baffle 13 top surface, and the hole 131 of stepping down is the rectangle, and runs through the thickness of first wooden baffle 13, and the hole 131 of stepping down is located between the extension of two base steel form 11, and the width equals with the distance between two base steel form 11 extensions that are close to one side each other, and the hole 131 of stepping down is just to setting up with the grade beam pit.
Referring to fig. 1, the base fixing assembly 2 includes a first angle steel 21 and a first square bar 22, the first angle steel 21 is located on one side of one base steel template 11 away from another base steel template 11, and is provided with a plurality of along the vertical direction, the length direction of the first angle steel 21 is the same as the width direction of the base steel template 11, and one side of the first angle steel 21 is welded to the base steel template 11.
Referring to fig. 1, the first square timber 22 is located on one side of the other base steel formwork 11 far away from the first angle steel 21, the first square timber 22 is provided with a plurality of pieces in the vertical direction and is in one-to-one correspondence with the first angle steel 21, the length direction of the first square timber 22 is the same as that of the first angle steel 21, and two ends of the first square timber 22 are fixedly connected with the first angle steel 21 through step tightening.
During the use, with two base steel form 11 in the foundation ditch, two first wooden baffle 13 assemble, and make the hole 131 of stepping down on the first wooden baffle 13 just to the grade beam hole, then carry out the one-to-one with the first angle bar 21 of a plurality of and the first square timber 22 of a plurality of through step tightly and fix, thereby accomplish the propping up of base template 1 and establish, because base template 1 adopts the steel template assembly to form, and then be convenient for propping up of base template 1 establish, demolish, the efficiency of construction of base has been improved.
Referring to fig. 1 and 2, the middle parts of the top ends of two base steel templates 11 are provided with square clamping grooves 111, supporting steel bars 15 are arranged in the clamping grooves 111, one ends of the supporting steel bars 15 are clamped in one clamping groove 111, the other ends of the supporting steel bars 15 are clamped in the other clamping groove 111, and the diameter of each supporting steel bar 15 is equal to the side length of each clamping groove 111. One end of the supporting steel bar 15 is fixedly connected with the first angle steel 21 through step tightening, and the other end of the supporting steel bar is fixedly connected with the first square timber 22 through step tightening.
Referring to fig. 1 and 3, the middle part of reinforcing bar 15 is provided with stand and reserves pipe 14, and reinforcing bar 15 is fixed to be worn to establish on stand reserves pipe 14, and the stand reserves 14 vertical settings of pipe, and the bottom is the form of sealing, and stand reserves pipe 14 and adopts the PE pipe to make and form.
Referring to fig. 3, a vent hole 141 is formed in the center of the bottom end of the column-shaped reserved pipe 14, and the vent hole 141 penetrates through the bottom end of the column-shaped reserved pipe 14 and is circular. The air vent 141 is covered with an adhesive tape 142, and the adhesive tape 142 is positioned in the column reserved pipe 14.
During the use, reserve pipe 14 with the stand and place base template 1 in, and with the both ends joint respectively of support reinforcement 15 in two draw-in grooves 111, it is fixed with support reinforcement 15 and first angle steel 21, first side wood 22 through step tightly.
Referring to fig. 1, ground beam template 3 includes ground beam steel form 31 and second wood baffle 32, ground beam steel form 31 is vertical to be provided with two, and just to setting up, ground beam steel form 31 is rectangular plate-like, and length direction is the same with base steel form 11's width direction, ground beam steel form 31 length direction's both ends all with base steel form 11's extension department butt, distance between two ground beam steel forms 31 equals with the width of hole 131 of stepping down, ground beam steel form 31's top flushes with base steel form 11's top.
Referring to fig. 1, the second wood blocking plates 32 are two, and are located the both ends of the length direction of the floor beam steel molding plate 31 respectively, the second wood blocking plates 32 are rectangular plate-shaped, and are horizontally arranged, the second wood blocking plates 32 are located between the two floor beam steel molding plates 31, and are located the bottom end of the floor beam steel molding plate 31, the width of the second wood blocking plates 32 is equal to the distance between the two floor beam steel molding plates 31, one end of the second wood blocking plates 32 close to the first wood blocking plates 13 abuts against the first wood blocking plates 13, and the top surface is flush with the bottom end of the abdicating hole 131.
Referring to fig. 4, a connection plate 12 is provided at the extension of the base steel form 11, the connection plate 12 is perpendicular to the extension of the base steel form 11, one side of the connection plate 12 close to the base steel form 11 extends toward the direction away from the abdicating hole 131, and the extension is welded to the base steel form 11.
Referring to fig. 1 and 4, the top and the bottom of two ground beam steel form 31 all extend towards the direction of keeping away from each other, and connecting plate 12 is located between the top extension department and the bottom extension department of ground beam steel form 31, and with the top extension department of ground beam steel form 31, the equal butt of bottom extension department, connecting plate 12 also butts with one side that ground beam steel form 31 is close to each other.
Referring to fig. 1, the ground beam fixing component 4 includes a second square timber 41 and a fixing member 42, the second square timber 41 is provided with a plurality of pieces, and the length direction is the same as the length direction of the ground beam steel moulding plate 31, the second square timber 41 is symmetrically arranged on one side of two ground beam steel moulding plates 31 far away from each other, and the second square timber 41 on one side of two ground beam steel moulding plates 31 far away from each other is fixedly connected through a plurality of step fastening.
During the use, with two grade beam steel form 31 in the grade beam hole, two second wooden baffles 32 assemble, and make connecting plate 12 insert between the top extension department and the bottom extension department of grade beam steel form 31, make one side butt that connecting plate 12 and grade beam steel form 31 are close to each other, then tightly fix a plurality of second square timber 41 step by step, thereby accomplish the propping up of grade beam template 3 and establish, because grade beam template 3 adopts the steel template assembly to form, and then be convenient for propping up of grade beam template 3 to establish, demolish, the efficiency of construction of grade beam has been improved.
Referring to fig. 1 and 5, the fixing member 42 is provided with a plurality of along the length direction of the ground beam steel form 31, the fixing member 42 includes a second angle iron 421 and a limiting plate 422, the second angle iron 421 is located above the ground beam steel form 31, one side of the second angle iron is abutted to the ground beam steel form 31, and the length direction of the second angle iron 421 is perpendicular to the length direction of the ground beam steel form 31.
Referring to fig. 5, the limiting plates 422 are four, and are located at one side of the second angle iron 421 close to the ground beam steel form 31, and are welded to the second angle iron 421, the top end of one ground beam steel form 31 is connected between two of the limiting plates 422 in a clamped manner, and the top end of the other ground beam steel form 31 is connected between the other two limiting plates 422 in a clamped manner.
During the use, place the top of grade beam steel form 31 with second angle steel 421, then through two limiting plates 422 to a grade beam steel form 31 joint, through two other limiting plates 422 to another grade beam steel form 31 joint to further fix grade beam steel form 31, make grade beam template 3 more stable.
Referring to fig. 1, a supporting rod 33 is sandwiched between two ground beam steel templates 31 in a suspending manner, the supporting rod 33 is located in the middle of the ground beam steel templates 31, and two ends of the supporting rod are respectively and tightly abutted to the two ground beam steel templates 31.
During the use, press from both sides between two grade beam steel form 31 and establish bracing piece 33 for grade beam steel form 31 is difficult to deform at the pouring in-process, and when the height of concrete reached bracing piece 33 in the grade beam form 3, takes out bracing piece 33 from between two grade beam steel form 31.
The implementation principle of the assembly type airport enclosure basic template is as follows: during the use, at the foundation ditch, crisscross assembly base template 1 in the grade beam hole, grade beam template 3, assemble two base steel templates 11 in the foundation ditch, two first wooden baffle 13, and through first angle steel 21, first square timber 22 and step tightly fix, then assemble two grade beam steel templates 31, two second wooden baffle 32 in the grade beam hole, and fix through second square timber 41, step tightly and mounting 42, and make connecting plate 12 on the base steel template 11 insert between the top extension of grade beam steel template 31 and bottom extension, thereby accomplish base template 1, grade beam template 3 and erect, because base template 1, grade beam template 3 adopts the steel template assembly to form, make the erection of base template 1, grade beam template 3, demolish swiftly, the efficiency of construction of bounding base, grade beam has been improved.
The embodiment of the application also discloses a use method of the assembly type airport enclosure basic template, which comprises the following steps:
digging a foundation pit: digging foundation pits and ground beam pits which are alternately arranged in advance on a surrounding construction site;
erecting a base template 1: vertically placing the two base steel templates 11 in a foundation pit, vertically installing the two first wood baffles 13 between the two base steel templates 11, and enabling the abdicating holes 131 on the first wood baffles 13 to be opposite to the ground beam pit;
fixing a base template 1: fixedly connecting a plurality of first square timbers 22 with a plurality of first angle steels 21 in a one-to-one correspondence manner through step tightening to complete the fixation of the two base steel templates 11 and the two first wooden baffles 13;
erecting a stand column reserved pipe 14: placing the stand column reserved pipe 14 in the base template 1, enabling two ends of the supporting steel bar 15 to be clamped in the two clamping grooves 111 respectively, fixedly connecting the supporting steel bar 15 with the first angle steel 21 and the first square timber 22 through step tightening, and then pressing a heavy object at the top end of the stand column reserved pipe 14;
erecting a ground beam template 3: horizontally placing two ground beam steel templates 31 in a ground beam pit, installing two second wood baffles 32 between the two ground beam steel templates 31, abutting one end, close to a base steel template 11, of the ground beam steel template 31 with the base steel template 11 and with a connecting plate 12, abutting one side, close to a first wood baffle 13, of each second wood baffle 32 with the first wood baffle 13, and suspending a support rod 33 between the two ground beam steel templates 31;
fixing the ground beam template 3: symmetrically placing a plurality of second square beams 41 on two sides of two ground beam steel templates 31, fixing the plurality of second square beams 41 step by step, placing a plurality of second angle steels 421 on the top ends of the ground beam steel templates 31, and clamping the two ground beam steel templates 31 through four limiting plates 422 to complete the fixation of the ground beam template 3;
pouring concrete: pouring concrete in the base template 1 and the ground beam template 3, taking the support rod 33 out of the position between the two ground beam steel templates 31 when the height of the concrete reaches the position of the support rod 33, and then continuously pouring the concrete until the base template 1 and the ground beam template 3 are filled with the concrete;
taking out the column reserve tube 14: after the concrete is initially set, taking down a heavy object at the top end of the stand column reserved pipe 14, removing the support steel bars 15, the first angle steel 21 and the first square timber 22, tearing off the adhesive tapes 142 in the stand column reserved pipe 14, and then pulling the support steel bars 15 to take the stand column reserved pipe 14 out of the concrete;
demolish fixed subassembly 2 of base, fixed subassembly 4 of ground beam: after the concrete is solidified, the first angle steel 21 and the first square timber 22 are removed tightly, then a plurality of second square timber 41 are removed tightly, and then the second angle steel 421 is taken down to finish the removal of the base fixing component 2 and the ground beam fixing component 4;
dismantling the base template 1 and the ground beam template 3: and after the concrete is solidified, dismantling the base steel template 11, and dismantling the ground beam steel template 31 to complete the construction of the base and the ground beam.
During the use, dig in advance and establish foundation ditch, the grade beam hole of arranging in turn, assemble base template 1, grade beam template 3 in turn in foundation ditch, the grade beam hole, and set up stand reservation pipe 14 in base template 1, press from both sides in grade beam template 3 and establish bracing piece 33, then through first angle steel 21, first square timber 22 and step tightly to base template 1, stand reservation pipe 14 fix, and further fix stand reservation pipe 14 through the heavy object, through second square timber 41, step tightly and second angle steel 421, limiting plate 422 fixes grade beam template 3, thereby accomplish the support of base template 1, grade beam template 3 and establish.
Pouring concrete in the base template 1 and the ground beam template 3, and taking the support rods 33 out of the ground beam template 3 when the height of the concrete reaches the height of the support rods 33 until the base template 1 and the ground beam template 3 are filled with the concrete; after the concrete is initially set, the step of removing the weight for fixing the column preformed pipe 14 and the fixed support reinforcing steel bars 15 is tight, the adhesive tape 142 in the column preformed pipe 14 is torn off, and the column preformed pipe 14 is taken out of the concrete through the support reinforcing steel bars 15.
After the concrete solidifies, demolish the tight second angle steel 421 of fixed base template 1, the tight and fixed ground beam template 3 of step of ground beam template 3, demolish base steel form 11 and ground beam steel form 31 again to accomplish the construction of base, ground beam, because base steel form 11, ground beam steel form 31 erect, demolish fast, convenient, improved the efficiency of construction of base, ground beam.
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: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. An assembled airport enclosure basic template is arranged in foundation pits and ground beam pits which are arranged in a staggered manner, and is characterized by comprising a plurality of base templates (1) and ground beam templates (3) which are arranged in a staggered manner, wherein each base template (1) comprises two base steel templates (11) and two first wood baffles (13), the two base steel templates (11) are vertically arranged and are arranged oppositely, two sides of the two base steel templates (11) in the vertical direction extend towards one side close to each other, the two first wood baffles (13) are vertically arranged and are vertically clamped between the two base steel templates (11), the extending parts of the first wood baffles (13), the two base steel templates (11) and the two base steel templates (11) are abutted, abdicating holes (131) penetrating through the thickness are formed in the top surface of the first wood baffles (13), stand column reserved pipes (14) are vertically arranged between the two base steel templates (11), the bottom end of the upright post reserved pipe (14) is in a sealing shape;
the ground beam template (3) comprises ground beam steel templates (31) and second wood baffles (32), the ground beam steel templates (31) are horizontally arranged in two and are arranged just opposite to each other, the space between the two ground beam steel templates (31) is just opposite to the abdicating hole (131), the two ends of one ground beam steel template (31) are respectively abutted to the extending parts of the two adjacent base steel templates (11), the two ends of the other ground beam steel template (31) are respectively abutted to the extending parts of the other two adjacent base steel templates (11), the two second wood baffles (32) are arranged in two and are vertically arranged between the two ground beam steel templates (31), and one end, close to the first wood baffle (13), of each second wood baffle (32) is abutted to the first wood baffle (13);
the base template (1) is provided with a base fixing component (2), the ground beam template (3) is provided with a ground beam fixing component (4), the base fixing component (2) is used for fixing a base steel template (11) and a first wood baffle (13), and the ground beam fixing component (4) is used for fixing a ground beam steel template (31) and a second wood baffle (32).
2. The fabricated airport enclosure foundation formwork of claim 1, wherein the top ends and the bottom ends of the two floor beam steel formworks (31) extend in the direction away from each other, a connecting plate (12) is fixedly connected to one side of the extending part of the base steel formwork (11) close to the floor beam steel formwork (31), and the connecting plate (12) is clamped between the extending part of the top end and the extending part of the bottom end of the floor beam steel formwork (31) and is abutted to one side of the floor beam steel formwork (31) close to each other.
3. The fabricated airport enclosure foundation formwork of claim 1, wherein supporting steel bars (15) are arranged at the tops of the reserved upright pipes (14) in a penetrating manner, clamping grooves (111) are formed in the top ends of the two base steel formworks (11), one end of each supporting steel bar (15) is clamped in one clamping groove (111), and the other end of each supporting steel bar is clamped in the other clamping groove (111).
4. The assembly type airport enclosure foundation formwork of claim 1, wherein the bottom end of the upright post reserved pipe (14) is provided with a vent hole (141), an adhesive tape (142) is adhered to the vent hole (141), and the adhesive tape (142) is positioned in the upright post reserved pipe (14).
5. The fabricated airport enclosure foundation formwork of claim 1, wherein the base fixing component (2) comprises a first angle steel (21) and a first square timber (22), the first angle steel (21) is fixedly arranged on one side of one base steel formwork (11) far away from the first timber baffle (13), the first square timber (22) corresponds to the first angle steel (21), the first square timber (22) is arranged on one side of the other base steel formwork (11) far away from the first angle steel (21), and two ends of the first angle steel (21) and two ends of the first square timber (22) are fixedly connected through step fastening.
6. The fabricated airport enclosure foundation formwork of claim 1, wherein the ground beam fixing assembly (4) comprises a plurality of second square beams (41), the second square beams (41) are symmetrically arranged on the sides of the two ground beam steel formworks (31) far away from each other, and the second square beams (41) on the sides of the two ground beam steel formworks (31) far away from each other are fixedly connected through step fastening.
7. The fabricated airport enclosure foundation formwork of claim 1, wherein the ground beam fixing assembly (4) further comprises a fixing member (42), the fixing member (42) comprises a second angle steel (421) and limiting plates (422), the second angle steel (421) is located at the top end of the ground beam steel formwork (31), the number of the limiting plates (422) is four, the limiting plates are arranged along the length direction of the second angle steel (421), the limiting plates (422) are fixedly connected with the second angle steel (421), one ground beam steel formwork (31) is clamped between the two limiting plates (422), and the other ground beam steel formwork (31) is clamped between the other two limiting plates (422).
8. The fabricated airport enclosure foundation formwork of claim 3, wherein one end of the support steel bar (15) near the first angle steel (21) is fixedly connected with the first angle steel (21) through a step fastener, and the other end is fixedly connected with the first square timber (22) through a step fastener.
9. The fabricated airport enclosure foundation formwork of claim 1, wherein said post preformed pipe (14) is fabricated from PE pipe.
10. The use method of the enclosure base template according to any one of claims 1-9, comprising the steps of:
digging a foundation pit: digging foundation pits and ground beam pits which are alternately arranged in advance on a construction site of the enclosure;
erecting a base template (1): vertically placing two base steel templates (11) in a foundation pit, installing two first wood baffles (13) between the two base steel templates (11), fixing the base steel templates (11) through a base fixing component (2), placing an upright column reserved pipe (14) between the two base steel templates (11), and pressing a heavy object at the top end of the upright column reserved pipe (14);
erecting a ground beam template (3): horizontally placing two ground beam steel templates (31) in a ground beam pit, then installing two second wood baffles (32) between the two ground beam steel templates (31), enabling the ground beam steel templates (31) to be abutted against the extending parts of two adjacent base steel templates (11), enabling the second wood baffles (32) to be abutted against the first wood baffles (13), enabling the space between the two ground beam templates (3) to be over against the abdicating hole (131), then fixing the ground beam templates (3) through a ground beam fixing component (4), and simultaneously suspending and clamping a support rod (33) between the two ground beam templates (3);
pouring concrete: concrete is poured into the base template (1) and the ground beam template (3), when the height of the concrete reaches the position of the support rod (33), the support rod (33) is taken out from between the two ground beam templates (3), and then the concrete is continuously poured until the base template (1) and the ground beam template (3) are filled with the concrete;
dismantling the base template (1) and the ground beam template (3): when the concrete is initially set, the heavy object is taken down, the stand column reserved pipe (14) is taken out of the concrete, after the concrete is set, the base fixing component (2) and the ground beam fixing component (4) are detached, then the base template (1) and the ground beam template (3) are detached, and the construction of the base and the ground beam is completed.
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| CN202210182865.9A CN114482691B (en) | 2022-02-25 | 2022-02-25 | Assembled airport enclosure foundation template and use method thereof |
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| CN202210182865.9A CN114482691B (en) | 2022-02-25 | 2022-02-25 | Assembled airport enclosure foundation template and use method thereof |
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| CN114482691B (en) | 2022-10-21 |
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