CN109518942A - A kind of tool strutting system and its application method controlling two-dimensional elements precision - Google Patents
A kind of tool strutting system and its application method controlling two-dimensional elements precision Download PDFInfo
- Publication number
- CN109518942A CN109518942A CN201811477331.9A CN201811477331A CN109518942A CN 109518942 A CN109518942 A CN 109518942A CN 201811477331 A CN201811477331 A CN 201811477331A CN 109518942 A CN109518942 A CN 109518942A
- Authority
- CN
- China
- Prior art keywords
- dimensional elements
- column
- anchor ear
- horizontal load
- skewed horizontal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 39
- 230000001105 regulatory effect Effects 0.000 claims abstract description 38
- 230000001276 controlling effect Effects 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 39
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000004035 construction material Substances 0.000 description 5
- 230000007306 turnover Effects 0.000 description 5
- 239000002002 slurry Substances 0.000 description 4
- 206010016035 Face presentation Diseases 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000012790 confirmation Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
- E04G11/46—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of tool strutting systems and its application method for controlling two-dimensional elements precision, by using the anchor ear for the top outer for being sheathed on column, four skewed horizontal load bars and four groups of regulating mechanisms, the lower end of four skewed horizontal load bars is individually fixed on the side of column and is distributed around column even circumferential, one end of four groups of regulating mechanisms is respectively perpendicular on the side for being connected to anchor ear and is uniformly distributed around anchor ear, the other end of four groups of regulating mechanisms is connected with the upper end of corresponding skewed horizontal load bar respectively, anchor ear and four skewed horizontal load bars support two-dimensional elements jointly, the stability of strutting system of tool strutting system can be increased, and the dosage of supporting row frame system can be reduced in two-dimensional elements lifting construction, reduce the period;In addition, adjusting the upper end level of corresponding skewed horizontal load bar by regulating mechanism to adjust the height and levelness of two-dimensional elements, is conducive to two-dimensional elements lifting precision controlling, improves construction efficiency, integral construction quality is made to be guaranteed.
Description
Technical field
The present invention relates to precast frame fabricated construction technical field more particularly to a kind of works for controlling two-dimensional elements precision
Toolization strutting system and its application method.
Background technique
Develop the major transformation that assembled architecture is mode of construction, is to promote supply side structural reform and novel urbanization
The important measure of development is conducive to the economize on resources energy, reduction construction pollution, promotion labor productivity and quality safety water
It is flat, it may advantageously facilitate construction industry and information-based industrialization depth integration, cultivate the new kinetic energy of NPD projects, push neutralizing superfluous production capacity.
In recent years, China tries to explore to develop assembled architecture, but mode of construction is mostly still based on cast in situs, assembly
Formula builds ratio and large-scale degree is lower, and there are also very compared with the related requirement of Development of Green Building and advanced mode of construction
Big gap.
Therefore, how one kind is provided and reduces supporting row frame system dosage in PC two-dimensional elements lifting construction, is conducive to hang
Precision controlling is filled, constructing operation is facilitated, improves construction efficiency, increases and repeats turnover rate, so that integral construction quality is guaranteed, greatly
The big construction time for reducing support system, construction material reach the tool of the control two-dimensional elements precision of the requirement of green building
Change strutting system and its application method, it has also become construction circle needs the technical issues of further improvement and optimization.
Summary of the invention
The purpose of the present invention is to provide it is a kind of control two-dimensional elements precision tool strutting system and its application method,
By being transformed to existing component holder system, supporting row frame system dosage is reduced in two-dimensional elements lifting construction, is changed
Into for tool-type bracket, being conducive to lift precision controlling, facilitates constructing operation, improve construction efficiency, increase and repeat turnover rate, make
Integral construction quality is guaranteed, and greatly reduces construction time, the construction material of support system, reaches the requirement of green building.
In order to solve the above technical problems, the invention provides the following technical scheme:
A kind of tool strutting system controlling two-dimensional elements precision is used to support two-dimensional elements and adjustment two-dimensional elements
Height and levelness, the anchor ear of the top outer including being sheathed on column, four skewed horizontal load bars and four groups of regulating mechanisms,
The lower part of the anchor ear fits in the outside of the column, and the top of the anchor ear projects upwards, four skewed horizontal load bars
Lower end be individually fixed on the side of column and around column even circumferential be distributed, one end of four groups of regulating mechanisms is hung down respectively
It is direct-connected to be connected on the side of anchor ear and be uniformly distributed around anchor ear, above and below four skewed horizontal load bars and four groups of regulating mechanisms
Correspond, the other end of four groups of regulating mechanisms connect with the upper end of skewed horizontal load bar respectively, the anchor ear, four it is oblique
Support rod supports the two-dimensional elements jointly, adjusts the upper end level of corresponding skewed horizontal load bar by the regulating mechanism to adjust
The height and levelness of two-dimensional elements.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the regulating mechanism includes water
Vertical section is arranged in Heibei provincial opera section bolt and adjusting nut, the upper end of the skewed horizontal load bar, and the vertical section is axial along itself
One elongate aperture is set, and one end of the horizontal adjustment bolt is respectively perpendicular on the side for being connected to anchor ear, the Level tune
The other end of bolt installs corresponding adjusting nut after being arranged in the vertical strip hole of corresponding skewed horizontal load bar respectively, by adjusting
Position of the adjusting nut in horizontal adjustment bolt can adjust the upper end level of corresponding skewed horizontal load bar.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the institute of the skewed horizontal load bar
The upper surface for stating vertical section is equipped with a support plate for being used to support two-dimensional elements.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, further include two and be arranged in institute
State column to wearing screw rod, two are mutually perpendicular to and are horizontally disposed with to wearing screw rod, the lower end of the skewed horizontal load bar open up for pair
Wear the through-hole that screw rod passes through, the described pair of both ends difference drawing-in for wearing screw rod corresponds to after the through-hole of skewed horizontal load through corresponding fixation
Nut is fixed, and the lower end of the skewed horizontal load bar is individually fixed on the side of column to realize.
It preferably, further include several cushion blocks in the tool strutting system of above-mentioned control two-dimensional elements precision, it is described
Several cushion blocks are uniformly distributed on the top surface of the column and are located in the space that the anchor ear is surrounded, the top surface of the cushion block
It is flushed with the top surface of the anchor ear.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, coagulation is poured in the anchor ear
Soil.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, described two be arranged in it is described
Column to wearing the setting of 1~1.2 meter of top surface of the screw rod apart from column.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the anchor ear is bonded with column
1.5~2.5 centimetres, the distance between top surface and the top surface of anchor ear of the column are 2.5~3.5 centimetres.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the surrounding of the anchor ear is distinguished
Equipped with four pairs of otic placodes, one end of the horizontal adjustment bolt is connected with corresponding otic placode bolt assembly.
The invention also discloses a kind of users of the tool strutting system of control two-dimensional elements precision as described above
Method includes the following steps:
Step 1 calculates support force situation according to two-dimensional elements size, and confirmation is to wearing screw rod, skewed horizontal load bar
Size;
Step 2 buries two described pair in column and wears screw rod, and two described pair is worn that screw rod is mutually perpendicular to and level is set
It sets, the two described pair distance for wearing top surface of the screw rod apart from column is 1~1.2 meter;
Step 3 places cushion block in column top surface, and the cushion block is four pieces, is uniformly distributed in the top surface four of the column
On angle;
Step 4 installs anchor ear in the top outer of the column, so that the lower part of the anchor ear fits in the column
Outside, the anchor ear is bonded 1.5~2.5 centimetres with column, and the top of the anchor ear projects upwards 2.5~3.5 centimetres;
Regulating mechanism is arranged in step 5, the surrounding of anchor ear, and the regulating mechanism includes horizontal adjustment bolt and adjusting spiral shell
Vertical section is arranged in mother, the upper end of the skewed horizontal load bar, and an elongate aperture, the water is axially arranged along itself in the vertical section
One end of Heibei provincial opera section bolt is respectively perpendicular on the side for being connected to anchor ear, and the other end of the horizontal adjustment bolt is arranged in respectively
Corresponding adjusting nut is installed after the vertical strip hole of corresponding skewed horizontal load bar, by adjusting adjusting nut in horizontal adjustment bolt
On position can adjust the upper end level of corresponding skewed horizontal load bar;
Step 6 lifts two-dimensional elements, supports the two-dimensional elements jointly by the support of the upper end of anchor ear and skewed horizontal load bar;
Step 7 adjusts the upper of corresponding skewed horizontal load bar by adjusting position of the adjusting nut in horizontal adjustment bolt
End height, to realize the adjustment of the height and levelness of two-dimensional elements;
Step 8, after the height and levelness of two-dimensional elements are met the requirements, to anchor ear, column top surface and two-dimensional elements
The space interior casting concrete that bottom surface surrounds realizes the connection of two-dimensional elements and column.
By techniques disclosed above scheme it is found that compared with prior art, beneficial effects of the present invention are as follows:
The tool strutting system and its application method of control two-dimensional elements precision provided by the invention, on the one hand, pass through
Using the anchor ear for the top outer for being sheathed on column, four skewed horizontal load bars and four groups of regulating mechanisms, four oblique branch
The lower end of strut is individually fixed on the side of column and is distributed around column even circumferential, one end point of four groups of regulating mechanisms
It is not vertically connected on the side of anchor ear and is uniformly distributed around anchor ear, four skewed horizontal load bars and four groups of regulating mechanisms
It corresponds up and down, the other end of four groups of regulating mechanisms is connect with the upper end of skewed horizontal load bar respectively, the anchor ear, four
Skewed horizontal load bar supports the two-dimensional elements jointly, can increase the stability of strutting system of tool strutting system, so that bearing capacity
It is more reliable, and the dosage of supporting row frame system can be reduced in two-dimensional elements lifting construction, save construction cost, reduction
Construction period;On the other hand, the upper end level of corresponding skewed horizontal load bar is adjusted by the regulating mechanism to adjust two-dimensional elements
Height and levelness, be conducive to two-dimensional elements lifting precision controlling, facilitate constructing operation, improve construction efficiency, increase and repeat
Turnover rate makes integral construction quality be guaranteed, and greatly reduces construction time, the construction material of support system, reaches green and build
The requirement built.In another aspect, after the height and levelness of two-dimensional elements are met the requirements, can to anchor ear, column top surface and
The space interior casting concrete that two-dimensional elements bottom surface surrounds realizes the connection of two-dimensional elements and column, by using anchor ear
It can guarantee grouting layer thickness between node of column and beam and prevent slurries from outflowing, eliminate setting up for template, guarantee to connect between node of column and beam
Junction presentation quality.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the tool strutting system of the control two-dimensional elements precision of one embodiment of the invention;
Fig. 2 is the schematic perspective view of two-dimensional elements in one embodiment of the invention;
Fig. 3 is that the stereochemical structure of the tool strutting system of the control two-dimensional elements precision of one embodiment of the invention uses shape
State figure;
Fig. 4 is distribution schematic diagram of the cushion block at the top of column in one embodiment of the invention.
In figure: 1- two-dimensional elements, 2- column, 3- anchor ear 3,4- skewed horizontal load bar, 41- vertical section, 42- support plate, 5- water
Heibei provincial opera section bolt, 6- adjusting nut, 7- are to wearing screw rod, 8- fixture nut, 9- cushion block, 10- concrete layer.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.It below will be by cited implementation
Example is in conjunction with attached drawing, the technology contents and feature that the present invention will be described in detail.Need in addition it illustrate, attached drawing is all made of very simplified
Form and use non-accurate ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.For narration side
Just, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be technical solution of the present invention
Limitation.
Referring to FIG. 1 to FIG. 4, present embodiment discloses a kind of tool strutting system for controlling two-dimensional elements precision, use
In the height and levelness of support two-dimensional elements 1 and adjustment two-dimensional elements 1, the present embodiment is applied at full subsurface drainage basin sewage
It manages facility and integrates structures, use the prefabricated assembled technology of PC in underground sewage processing for the first time, it is prefabricated assembled green to be promoted
Color building requirements reduce the use of template framed bent, buckle the support patterns such as spigot-and-socket to conventional fastener formula, disk and improve.This reality
Applying the two-dimensional elements 1 in example is prefabricated two-dimentional cross member, such component is divided into node of column and beam component, girder main beam member, master
Beam time beam, secondary beam time beam four major types.
It is described control two-dimensional elements precision tool strutting system include the top outer for being sheathed on column 2 anchor ear 3,
Four skewed horizontal load bars 4 and four groups of regulating mechanisms, column 2 described in the present embodiment are cylinder, and certain column 2 can also be with
It is square column, the lower part of the anchor ear 3 fits in the outside of the column 2, and the top of the anchor ear 3 projects upwards, and described four
The lower end of skewed horizontal load bar 4 is individually fixed on the side of column 2 and is distributed around 2 even circumferential of column, four groups of adjusting machines
One end of structure is respectively perpendicular on the side for being connected to anchor ear 3 and is uniformly distributed around anchor ear 3, four skewed horizontal load bars 4 and institute
It states four groups of regulating mechanisms to correspond up and down, i.e., the lower end of described four skewed horizontal load bars 4 is individually fixed in four sides of column 2
To side on, one end of four groups of regulating mechanisms is respectively perpendicular the side for being connected to the four direction of anchor ear 3, described four
Skewed horizontal load bar 4 and four groups of regulating mechanisms correspond up and down, the other end of four groups of regulating mechanisms respectively with it is oblique
The upper end of support rod 4 is flexibly connected, and 3, four skewed horizontal load bars 4 of the anchor ear support the two-dimensional elements 1 jointly, by described
Regulating mechanism adjusts the upper end level of corresponding skewed horizontal load bar 4 to adjust the height and levelness of two-dimensional elements 1.
The tool strutting system of control two-dimensional elements precision provided by the invention, on the one hand, vertical by using being sheathed on
3, four skewed horizontal load bars 4 of anchor ear of the top outer of column 2 and four groups of regulating mechanisms, the lower end point of the skewed horizontal load bar 4
It is not fixed on the side of column 2, one end of four groups of regulating mechanisms is respectively perpendicular on the side for being connected to anchor ear 3, described
The other end of four groups of regulating mechanisms is connect with the upper end of skewed horizontal load bar 4 respectively, and 3, four skewed horizontal load bars 4 of the anchor ear are common
The two-dimensional elements 1 are supported, the stability of strutting system of tool strutting system can be increased, so that bearing capacity is more reliable, and
The dosage of supporting row frame system can be reduced in 1 lifting construction of two-dimensional elements, saves construction cost, reduce construction period;Separately
On the one hand, the upper end level of corresponding skewed horizontal load bar 4 is adjusted by the regulating mechanism to adjust the height and water of two-dimensional elements 1
Pingdu is conducive to two-dimensional elements lifting precision controlling, facilitates constructing operation, improve construction efficiency, increase and repeat turnover rate, make whole
Body construction quality is guaranteed, and greatly reduces construction time, the construction material of support system, reaches the requirement of green building.Again
It on the one hand, can be to anchor ear 3,2 top surface of column and two-dimensional elements 1 after the height and levelness of two-dimensional elements 1 are met the requirements
The space interior casting concrete that bottom surface surrounds is realized the connection of two-dimensional elements 1 and column 2, can be protected by using anchor ear 3
It grouting layer thickness and prevents slurries from outflowing between card node of column and beam, eliminates setting up for template, guarantee between node of column and beam outside joint face
Appearance quality.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the regulating mechanism includes water
Vertical section 41 is arranged in Heibei provincial opera section bolt 5 and adjusting nut 6, the upper end of the skewed horizontal load bar 4, and the vertical section 41 is along certainly
An elongate aperture is axially arranged in body, and one end of the horizontal adjustment bolt 5 is respectively perpendicular on the side for being connected to anchor ear 3, described
The other end of horizontal adjustment bolt 5 installs corresponding adjusting spiral shell after being arranged in the vertical strip hole of corresponding skewed horizontal load bar 4 respectively
Mother 6, the upper end that can adjust corresponding skewed horizontal load bar 4 by adjusting position of the adjusting nut 6 in horizontal adjustment bolt 5 are high
Degree.Since vertical section 41 is arranged in the upper end of the skewed horizontal load bar 4, a strip is axially arranged along itself in the vertical section 41
Hole, when needing to raise the upper end level height of skewed horizontal load bar 4, rotating adjusting nut 6, so that adjusting nut 6 is along level
It is mobile to 2 direction of column to adjust bolt 5, due to the presence of elongate aperture, so that the upper end of skewed horizontal load bar 4 moves up, from
And raise the upper end level height of skewed horizontal load bar 4.Conversely, when needing to reduce the upper end level height of skewed horizontal load bar 4, rotation
Turn adjusting nut 6, so that adjusting nut 6 is moved along horizontal adjustment bolt 5 to the direction far from column 2, due to elongate aperture
Presence so that the upper end of skewed horizontal load bar 4 moves down, to reduce the upper end level height of skewed horizontal load bar 4.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the institute of the skewed horizontal load bar 4
The upper surface for stating vertical section 41 is equipped with a support plate 42 for being used to support two-dimensional elements 1.Pass through the institute in the skewed horizontal load bar 4
The upper surface for stating vertical section 41 is equipped with a support plate 42 for being used to support two-dimensional elements 1, can increase skewed horizontal load bar 4 and two dimension
Bearing area between component 1 reduces stress concentration phenomenon, and can protect the outer surface of two-dimensional elements 1.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, further include two and be arranged in institute
State column 2 to wearing screw rod 7, two are mutually perpendicular to and are horizontally disposed with to wearing screw rod 7, in the present embodiment, set at 1m under capital
Two-way 16# is set to wearing screw rod 7, the lower end of the skewed horizontal load bar 4 is opened up for the through-hole wearing screw rod 7 and passing through, described pair is worn spiral shell
The both ends difference drawing-in of bar 7 correspond to after the through-hole of skewed horizontal load by the fixation of corresponding fixture nut 8, so that realizing will be described oblique
It is individually fixed in the lower end of support rod 4 on the side of column 2.By the way that two are arranged on column 2 to wearing screw rod 7 and mating
Fixture nut 8, the fixation on the lower end column 2 of skewed horizontal load bar 4 may be implemented, hung to effectively reduce in PC two-dimensional elements
The dosage of supporting row frame system, saves construction cost in dress construction, reduces construction period.
It preferably, further include several cushion blocks 9, institute in the tool strutting system of above-mentioned control two-dimensional elements precision
Several cushion blocks 9 are stated to be uniformly distributed on the top surface of the column 2 and be located in the space that the anchor ear 3 is surrounded, the cushion block 9
Top surface flushed with the top surface of the anchor ear 3.In the present embodiment, the cushion block 9 is concrete pad 9.Pass through setting cushion block 9
Two-dimensional elements 1 are supportted, can prevent two-dimensional elements 1 from occurring downwarp phenomenon in 3 region of anchor ear, the installation for improving two-dimensional elements 1 is steady
Qualitative and accuracy improves the intensity and safety of structure.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, coagulation is poured in the anchor ear 3
Soil.By the casting concrete in anchor ear 3, the connection of column 2 and two-dimensional elements 1 is realized, and anchor ear 3 ensure that node of column and beam
Between grouting layer thickness and prevent slurries from outflowing, guarantee joint face presentation quality between node of column and beam.
Preferably, in the tool strutting system of the control two-dimensional elements precision of the present embodiment, described two are arranged in
The column 2 to wearing the setting of 1~1.2 meter of top surface of the screw rod 7 apart from column 2.
Preferably, in the tool strutting system of above-mentioned control two-dimensional elements precision, the anchor ear 3 is pasted with column 2
1.5~2.5 centimetres are closed, so that anchor ear 3 is reliably connected with column 2, between the top surface of the column 2 and the top surface of anchor ear 3
Distance be 2.5~3.5 centimetres, i.e., the top of the described anchor ear 3 projects upwards 2.5~3.5 centimetres, thus between guaranteeing node of column and beam
Grouting layer thickness guarantees joint face presentation quality between node of column and beam.
For the ease of the dismounting between anchor ear 3 and horizontal adjustment bolt 5, be conducive to recycle, it is preferred that above-mentioned
In the tool strutting system for controlling two-dimensional elements precision, the surrounding of the anchor ear 3 is respectively equipped with four pairs of otic placodes, the horizontal tune
One end of section bolt 5 is connected with corresponding otic placode bolt assembly.
In addition, in the present embodiment, in the top cast-in-place concrete layer 10 of two-dimensional elements.
Please continue to refer to Fig. 1 to Fig. 4, the invention also discloses a kind of tools of control two-dimensional elements precision as described above
The application method for changing strutting system, includes the following steps:
Step 1 calculates support force situation according to 1 size of two-dimensional elements, and confirmation is to wearing screw rod 7, skewed horizontal load
The size of bar 4;
Step 2 buries two described pair in column 2 and wears screw rod 7, wears screw rod 7 for two described pair and is mutually perpendicular to and horizontal
Setting, the two described pair distance for wearing top surface of the screw rod 7 apart from column 2 is 1~1.2 meter;
Step 3 places cushion block 9 in 2 top surface of column, and the cushion block 9 is four pieces, is uniformly distributed in the top surface of the column 2
On four angles;
Step 4, installation anchor ear 3 is in the top outer of the column 2, so that the lower part of the anchor ear 3 fits in described stand
The outside of column 2, the anchor ear 3 are bonded 1.5~2.5 centimetres with column 2, and the top of the anchor ear 3 projects upwards 2.5~3.5 lis
Rice;
Regulating mechanism is arranged in step 5, the surrounding of anchor ear 3, and the regulating mechanism includes horizontal adjustment bolt 5 and adjusts
Vertical section 41 is arranged in nut 6, the upper end of the skewed horizontal load bar 4, and a strip is axially arranged along itself in the vertical section 41
The one end in hole, the horizontal adjustment bolt 5 is respectively perpendicular on the side for being connected to anchor ear 3, the horizontal adjustment bolt 5 it is another
Corresponding adjusting nut 6 is installed after being arranged in the vertical strip hole of corresponding skewed horizontal load bar 4 respectively in end, by adjusting adjusting nut
6 position in horizontal adjustment bolt 5 can adjust the upper end level of corresponding skewed horizontal load bar 4;
Step 6 lifts two-dimensional elements 1, supports the two-dimentional structure jointly by the support of the upper end of anchor ear 3 and skewed horizontal load bar 4
Part 1;
Step 7 adjusts corresponding skewed horizontal load bar 4 by adjusting position of the adjusting nut 6 in horizontal adjustment bolt 5
Upper end level, to realize the adjustment of the height and levelness of two-dimensional elements 1;
Step 8, after the height and levelness of two-dimensional elements 1 are met the requirements, to anchor ear 3,2 top surface of column and two dimension
The space interior casting concrete that 1 bottom surface of component surrounds realizes the connection of two-dimensional elements 1 and column 2.
The application method of the tool strutting system of control two-dimensional elements precision provided by the invention, on the one hand, by adopting
With 3, the four skewed horizontal load bars 4 of anchor ear for the top outer for being sheathed on column 2 and four groups of regulating mechanisms, the skewed horizontal load bar
4 lower end is individually fixed on the side of the four direction of column 2, and 3, four skewed horizontal load bars 4 of the anchor ear support institute jointly
Two-dimensional elements 1 are stated, the stability of strutting system of tool strutting system can be increased, so that bearing capacity is more reliable, and can be subtracted
The dosage of required supporting row frame system, saves construction cost in few 1 lifting construction of two-dimensional elements, reduces construction period;Another party
Face adjusts the upper end level of corresponding skewed horizontal load bar 4 by the regulating mechanism to adjust the height and level of two-dimensional elements 1
Degree is conducive to two-dimensional elements lifting precision controlling, facilitates constructing operation, improve construction efficiency, increase and repeat turnover rate, make entirety
Construction quality is guaranteed, and greatly reduces construction time, the construction material of support system, reaches the requirement of green building.Further
Aspect, after the height and levelness of two-dimensional elements 1 are met the requirements, by under anchor ear 3,2 top surface of column and two-dimensional elements 1
The space interior casting concrete that bottom surface surrounds is realized the connection of two-dimensional elements 1 and column 2, can be guaranteed by using anchor ear 3
It grouting layer thickness and prevents slurries from outflowing between node of column and beam, eliminates setting up for template, guarantee joint face appearance between node of column and beam
Quality.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (10)
1. a kind of tool strutting system for controlling two-dimensional elements precision is used to support two-dimensional elements and adjusts two-dimensional elements
Height and levelness, which is characterized in that including being sheathed on the anchor ear of the top outer of column, four skewed horizontal load bars and four groups
Regulating mechanism, the lower part of the anchor ear fit in the outside of the column, and the top of the anchor ear projects upwards, and described four tiltedly
It is individually fixed on the side of column and is distributed around column even circumferential, the one of four groups of regulating mechanisms to the lower end of support rod
End is respectively perpendicular on the side for being connected to anchor ear and is uniformly distributed around anchor ear, four skewed horizontal load bars and four groups of adjustings
Mechanism corresponds up and down, and the other end of four groups of regulating mechanisms is connect with the upper end of skewed horizontal load bar respectively, the anchor ear,
Four skewed horizontal load bars support the two-dimensional elements jointly, and the upper end for adjusting corresponding skewed horizontal load bar by the regulating mechanism is high
It spends to adjust the height and levelness of two-dimensional elements.
2. the tool strutting system of control two-dimensional elements precision as described in claim 1, which is characterized in that the adjusting machine
Structure includes horizontal adjustment bolt and adjusting nut, and the upper end of the skewed horizontal load bar is arranged vertical section, the vertical section along
An elongate aperture is axially arranged in itself, and one end of the horizontal adjustment bolt is respectively perpendicular on the side for being connected to anchor ear, described
The other end of horizontal adjustment bolt installs corresponding adjusting nut after being arranged in the vertical strip hole of corresponding skewed horizontal load bar respectively,
The upper end level of corresponding skewed horizontal load bar can be adjusted by adjusting position of the adjusting nut in horizontal adjustment bolt.
3. the tool strutting system of control two-dimensional elements precision as described in claim 1, which is characterized in that the oblique branch
The upper surface of the vertical section of strut is equipped with a support plate for being used to support two-dimensional elements.
4. the tool strutting system of control two-dimensional elements precision as described in claim 1, which is characterized in that further include two
Be arranged in the column to wearing screw rod, two are mutually perpendicular to and are horizontally disposed with, the lower end of the skewed horizontal load bar to wearing screw rod
It opens up for the through-hole wearing screw rod and passing through, the described pair of both ends difference drawing-in for wearing screw rod, which correspond to, to be passed through after the through-hole of skewed horizontal load pair
The fixture nut answered is fixed, and the lower end of the skewed horizontal load bar is individually fixed on the side of column to realize.
5. the tool strutting system of control two-dimensional elements precision as described in claim 1, which is characterized in that further include several
Cushion block, several cushion blocks are uniformly distributed on the top surface of the column and are located in the space that the anchor ear is surrounded, described
The top surface of cushion block is flushed with the top surface of the anchor ear.
6. the tool strutting system of control two-dimensional elements precision as described in claim 1, which is characterized in that in the anchor ear
Casting concrete.
7. the tool strutting system of control two-dimensional elements precision as claimed in claim 6, which is characterized in that described two are worn
Set on the column to wearing the setting of 1~1.2 meter of top surface of the screw rod apart from column.
8. as described in claim 1 control two-dimensional elements precision tool strutting system, which is characterized in that the anchor ear with
Column is bonded 1.5~2.5 centimetres, and the distance between top surface and the top surface of anchor ear of the column are 2.5~3.5 centimetres.
9. the tool strutting system of control two-dimensional elements precision as claimed in claim 2, which is characterized in that the anchor ear
Surrounding is respectively equipped with four pairs of otic placodes, and one end of the horizontal adjustment bolt is connected with corresponding otic placode bolt assembly.
10. a kind of tool strutting system of the control two-dimensional elements precision as described in any one of claim 1-9 makes
With method, which comprises the steps of:
Step 1 calculates support force situation according to two-dimensional elements size, confirm to wear screw rod, skewed horizontal load bar it is big
It is small;
Step 2 buries two described pair in column and wears screw rod, wears screw rod for two described pair and be mutually perpendicular to and be horizontally disposed with, and two
The distance that top surface of the screw rod apart from column pair is worn described in root is 1~1.2 meter;
Step 3 places cushion block in column top surface, and the cushion block is four pieces, is uniformly distributed in the angle of top surface four of the column
On;
Step 4, installation anchor ear is in the top outer of the column, so that the lower part of the anchor ear fits in the outer of the column
Side, the anchor ear are bonded 1.5~2.5 centimetres with column, and the top of the anchor ear projects upwards 2.5~3.5 centimetres;
Regulating mechanism is arranged in the surrounding of step 5, anchor ear, and the regulating mechanism includes horizontal adjustment bolt and adjusting nut, institute
The upper end setting vertical section of skewed horizontal load bar is stated, the vertical section along itself axially adjust by one elongate aperture of setting, the level
One end of section bolt is respectively perpendicular on the side for being connected to anchor ear, and the other end of the horizontal adjustment bolt is arranged in correspondence respectively
Corresponding adjusting nut is installed after the vertical strip hole of skewed horizontal load bar, by adjusting adjusting nut in horizontal adjustment bolt
Position can adjust the upper end level of corresponding skewed horizontal load bar;
Step 6 lifts two-dimensional elements, supports the two-dimensional elements jointly by the support of the upper end of anchor ear and skewed horizontal load bar;
Step 7 is high come the upper end for adjusting corresponding skewed horizontal load bar by adjusting position of the adjusting nut in horizontal adjustment bolt
Degree, to realize the adjustment of the height and levelness of two-dimensional elements;
Step 8 is gone to the bottom after the height and levelness of two-dimensional elements are met the requirements to anchor ear, column top surface and two-dimensional elements
The space interior casting concrete that face surrounds realizes the connection of two-dimensional elements and column.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811477331.9A CN109518942B (en) | 2018-12-05 | 2018-12-05 | Tool-based bracket system for controlling precision of two-dimensional component and application method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811477331.9A CN109518942B (en) | 2018-12-05 | 2018-12-05 | Tool-based bracket system for controlling precision of two-dimensional component and application method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN109518942A true CN109518942A (en) | 2019-03-26 |
CN109518942B CN109518942B (en) | 2024-01-02 |
Family
ID=65794423
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201811477331.9A Active CN109518942B (en) | 2018-12-05 | 2018-12-05 | Tool-based bracket system for controlling precision of two-dimensional component and application method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109518942B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110396915A (en) * | 2019-07-11 | 2019-11-01 | 重庆大学 | U-shaped Steel Thin-Wall-prestress reinforcement Combined concrete bent cap and thin wall steel tube concrete pier stud joint structure and construction technology |
CN112627506A (en) * | 2020-12-31 | 2021-04-09 | 东晟兴诚集团有限公司 | Plastic building template and supporting device thereof |
Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB866573A (en) * | 1958-05-15 | 1961-04-26 | Formwork Patents Ltd | Improvements in or relating to centering structures |
ES439196A1 (en) * | 1974-07-11 | 1977-03-01 | Etco | Machining device for the manufacture of concrete slabs with nerves that constitute crossed alveolos. (Machine-translation by Google Translate, not legally binding) |
US5310153A (en) * | 1993-04-26 | 1994-05-10 | Jackson George W | Quick release washer for a shoring post |
JPH1150676A (en) * | 1997-08-01 | 1999-02-23 | Nichimen Kk | Jack base with inclination adjusting baseplate |
JP2004360378A (en) * | 2003-06-06 | 2004-12-24 | Jfe Koken Corp | Mould support structure and concrete placing method |
CN201377077Y (en) * | 2009-03-25 | 2010-01-06 | 中铁二十一局集团第三工程有限公司 | Double-hoop bracket for single-column bent cap in bridge construction |
CN202730656U (en) * | 2012-08-08 | 2013-02-13 | 中铁二十局集团第一工程有限公司 | Double-beam-clamp triangular bracket for construction of highway bridge single-column pier bent cap |
CN202954365U (en) * | 2012-11-19 | 2013-05-29 | 天津二建建筑工程有限公司 | Prefabricated detachable foundation pit ladder rest platform and diaphragm wall connection structure |
CN204080649U (en) * | 2014-09-30 | 2015-01-07 | 福建省第一公路工程公司 | The supporting shelf bracket of a kind of cantilever bridge No. 0 block |
CN104480922A (en) * | 2014-11-05 | 2015-04-01 | 广州市恒盛建设工程有限公司 | Space truss formwork supporting system and construction method thereof |
CN204491420U (en) * | 2015-03-13 | 2015-07-22 | 北京市政建设集团有限责任公司 | A kind of reinforcement structure of bracket |
CN105133849A (en) * | 2015-07-29 | 2015-12-09 | 河海大学 | Prestress device for prestress FRP sheet material reinforced concrete beam and applying method |
CN105443028A (en) * | 2015-12-10 | 2016-03-30 | 国家电网公司 | Insulating ladder for installation or maintenance of low-voltage meter boxes |
CN105951610A (en) * | 2016-05-13 | 2016-09-21 | 中铁十七局集团第二工程有限公司 | Support structure assisting in cantilever beam construction and construction method |
JP2017057615A (en) * | 2015-09-16 | 2017-03-23 | 五洋建設株式会社 | Temporary scaffolding of pile-type aquatic structure and its installation method |
CN206927143U (en) * | 2017-06-28 | 2018-01-26 | 白银山川陶瓷有限公司 | A kind of standby ceramic tile pipeline of bridge-type |
CN108677687A (en) * | 2018-07-02 | 2018-10-19 | 中铁工程设计咨询集团有限公司 | Bent cap, bridge pier, bridge and the bridge assembling constructing method of prefabrication and assembly construction bridge pier |
CN209760786U (en) * | 2018-12-05 | 2019-12-10 | 上海建工二建集团有限公司 | instrumentization support system for controlling precision of two-dimensional component |
-
2018
- 2018-12-05 CN CN201811477331.9A patent/CN109518942B/en active Active
Patent Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB866573A (en) * | 1958-05-15 | 1961-04-26 | Formwork Patents Ltd | Improvements in or relating to centering structures |
ES439196A1 (en) * | 1974-07-11 | 1977-03-01 | Etco | Machining device for the manufacture of concrete slabs with nerves that constitute crossed alveolos. (Machine-translation by Google Translate, not legally binding) |
US5310153A (en) * | 1993-04-26 | 1994-05-10 | Jackson George W | Quick release washer for a shoring post |
JPH1150676A (en) * | 1997-08-01 | 1999-02-23 | Nichimen Kk | Jack base with inclination adjusting baseplate |
JP2004360378A (en) * | 2003-06-06 | 2004-12-24 | Jfe Koken Corp | Mould support structure and concrete placing method |
CN201377077Y (en) * | 2009-03-25 | 2010-01-06 | 中铁二十一局集团第三工程有限公司 | Double-hoop bracket for single-column bent cap in bridge construction |
CN202730656U (en) * | 2012-08-08 | 2013-02-13 | 中铁二十局集团第一工程有限公司 | Double-beam-clamp triangular bracket for construction of highway bridge single-column pier bent cap |
CN202954365U (en) * | 2012-11-19 | 2013-05-29 | 天津二建建筑工程有限公司 | Prefabricated detachable foundation pit ladder rest platform and diaphragm wall connection structure |
CN204080649U (en) * | 2014-09-30 | 2015-01-07 | 福建省第一公路工程公司 | The supporting shelf bracket of a kind of cantilever bridge No. 0 block |
CN104480922A (en) * | 2014-11-05 | 2015-04-01 | 广州市恒盛建设工程有限公司 | Space truss formwork supporting system and construction method thereof |
CN204491420U (en) * | 2015-03-13 | 2015-07-22 | 北京市政建设集团有限责任公司 | A kind of reinforcement structure of bracket |
CN105133849A (en) * | 2015-07-29 | 2015-12-09 | 河海大学 | Prestress device for prestress FRP sheet material reinforced concrete beam and applying method |
JP2017057615A (en) * | 2015-09-16 | 2017-03-23 | 五洋建設株式会社 | Temporary scaffolding of pile-type aquatic structure and its installation method |
CN105443028A (en) * | 2015-12-10 | 2016-03-30 | 国家电网公司 | Insulating ladder for installation or maintenance of low-voltage meter boxes |
CN105951610A (en) * | 2016-05-13 | 2016-09-21 | 中铁十七局集团第二工程有限公司 | Support structure assisting in cantilever beam construction and construction method |
CN206927143U (en) * | 2017-06-28 | 2018-01-26 | 白银山川陶瓷有限公司 | A kind of standby ceramic tile pipeline of bridge-type |
CN108677687A (en) * | 2018-07-02 | 2018-10-19 | 中铁工程设计咨询集团有限公司 | Bent cap, bridge pier, bridge and the bridge assembling constructing method of prefabrication and assembly construction bridge pier |
CN209760786U (en) * | 2018-12-05 | 2019-12-10 | 上海建工二建集团有限公司 | instrumentization support system for controlling precision of two-dimensional component |
Non-Patent Citations (1)
Title |
---|
孙亚林;: "房屋建筑装配式混凝土结构设计及建造工艺分析", no. 04, pages 126 - 129 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110396915A (en) * | 2019-07-11 | 2019-11-01 | 重庆大学 | U-shaped Steel Thin-Wall-prestress reinforcement Combined concrete bent cap and thin wall steel tube concrete pier stud joint structure and construction technology |
CN112627506A (en) * | 2020-12-31 | 2021-04-09 | 东晟兴诚集团有限公司 | Plastic building template and supporting device thereof |
Also Published As
Publication number | Publication date |
---|---|
CN109518942B (en) | 2024-01-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB1497321A (en) | Building construction and apparatus therefor | |
CN109518942A (en) | A kind of tool strutting system and its application method controlling two-dimensional elements precision | |
CN208472756U (en) | Rim of a cup basis steel column installs verticality and absolute altitude adjuster | |
CN209428971U (en) | The Y structure construction bracket structure of battered leg stress can be adjusted in real time | |
CN103343639B (en) | A kind of sliding mode system of efficient adjustment | |
CN107100283A (en) | A kind of assembled wallboard connector and its installation method | |
CN206800800U (en) | Horizontal reinforcement distance piece | |
CN210316214U (en) | Assembled steel construction building dysmorphism post | |
CN201720676U (en) | Precise position-adjusting device of large component | |
CN208718334U (en) | A kind of support frame of assembled architecture cantilevered plate | |
CN203361735U (en) | Sliding mode system with function of efficient adjustment | |
CN208122346U (en) | A kind of prefabrication superimposed sheet positioning tool | |
CN208379444U (en) | A kind of adjustable installing bracket of prefabricated assembled segmentation bent cap | |
CN207749421U (en) | A kind of regulating device for controlling prefabricated stand column installation verticality | |
CN209760786U (en) | instrumentization support system for controlling precision of two-dimensional component | |
CN103334584B (en) | Template regulating system for sliding form system | |
CN114215366B (en) | Lifting construction method for dense hanging points of large-span arched roof | |
CN102653947B (en) | Underground embedded steel component limiting straightening construction method | |
CN105369782A (en) | Auxiliary installation device and installation method for radial gate trunnions | |
CN213710355U (en) | Construction pouring plate structure | |
CN107324186A (en) | Outdoor installs the levelling device and leveling construction method of elevator additional | |
CN210563435U (en) | Slope supporting device for top rising of inclined heavy-load steel net rack | |
CN105040991B (en) | The supporting construction and method for supporting of large-span steel segmental hoisting | |
CN216239369U (en) | Adjustable support structure for civil engineering building | |
CN219604906U (en) | Prefabricated building frame post reservation dowel bar positioning device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |