CN106351246A - Installing method of the integral sleeve of a kind of T -bolt (diameter <= 48mm) - Google Patents
Installing method of the integral sleeve of a kind of T -bolt (diameter <= 48mm) Download PDFInfo
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- CN106351246A CN106351246A CN201510413416.0A CN201510413416A CN106351246A CN 106351246 A CN106351246 A CN 106351246A CN 201510413416 A CN201510413416 A CN 201510413416A CN 106351246 A CN106351246 A CN 106351246A
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Abstract
Installing method of the integral sleeve of a kind of apparatus foundation T -bolt (diameter <= 48mm) includes the following steps--a: embedded software b: Line set of reference bus based on the installation of equipment foundation. c: The sub line is installed based on the center location of the sleeve. d: The support frame of T-bolt sleeve and eT-bolt sleeve is installed , tested and retested. The integral sleeve of installing method of T-bolt whose diameter is <= 48mm has the advantage of being reasonable design of installing steps and convenient to operate. Two sets of fixed supporting systems, which are mutually independent, are installed, wherein, one set is used as line set of reference bus for construction surveying, the other is used for support frame to fix the sleeve. Two sets of supporting systems are used to ensure the installation accuracy and measuring accuracy of the sleeve and the embedded accuracy of the T-bolt sleeve. Also the advantage of two sets fixed supporting systems is that the verticality of the sleeve installation is up to <=L/1000, that is, the levelness of anchoring surface is up to <=1/1000and the center deviation of sleeve is limited to 5mm.
Description
Technical field
The present invention relates to the sleeve installation method in a kind of apparatus foundation bolt Embedment Construction, specifically, it is a kind of integral sleeve installation method of the t type diameter of bolt≤48mm.
Background technology
The foundation bolt of partial metallurgical industrial equipment is detachable, i.e. foundation bolt is not directly to be anchored in base concrete, but it is anchored in t type bolt collar (" t type bolt collar " hereinafter referred to as " sleeve "), sleeve is together constructed with basis, directly it is anchored in basis, until installing equipment, ability by t type bolt insertion sleeve, during equipment replacement, can dismantle in sleeve by t type bolt.
T type bolt top is screw rod, and bottom is t type head, and configure with it is the sleeve with anchor plate, by the anchor force between t type head and anchor plate, to install fastening apparatus.Equipment install after profile as shown in figure 1, the figure of wherein black lines composition is the assembly that t type bolt and integral sleeve are constituted, during construction foundation of civil work, first that sleeve is pre-buried, t type bolt just anchors in sleeve in equipment erection stage.
Basic demand installed by t type bolt collar assembly: only works as t type head and the middle draw-in groove of anchor plate is identical good, the contact of anchoring face is tight, ability uniform force, if t type head and anchor plate are linear contact lay, when even only a little contacting, bolt local pressure, the life-span can be had a strong impact on.Perpendicularity that therefore sleeve is installed is necessary≤l/1000, namely the levelness of anchoring plate face necessary≤1/1000, bushing core deviation controls within 5mm (centre deviation of t type bolt is 2mm).The pre-buried precision therefore improving t type bolt collar is the key that t type bolt integral sleeve is installed.
Chinese patent cn102080417 b disclosed large-scale t type sleeve bolt split burial and construction method on May 23rd, 2012, including: embedded iron parts, installation bolt fixed mount above embedded iron parts are arranged on bed course；After confirming bolt-center control point position, anchor plate is welded on bolt fixed mount；Anchor box in anchor plate bottom welding；Bolt collar is lifted, by bolt collar with anchor plate group to accurately rear firm welding after checking anchor plate and anchoring box position again；Lifting t type shank of bolt, the t type head of t type shank of bolt is fixed with anchoring crab bolt, upper weld sleeve cap；Debris around cleaning bolt, check welding quality, bolt position are checked, construction finishes.Although this technical scheme has reached raising work efficiency, the purpose reducing supplies consumption and reducing construction cost, the pre-buried precision of its t type bolt collar is not fully up to expectations.
Therefore known t type sleeve bolt split burial and construction method has above-mentioned a variety of inconvenience and problem.
Content of the invention
The purpose of the present invention, is to propose a kind of integral sleeve installation method of the t type diameter of bolt≤48mm adopting two sets of fixing support racks independent mutually.
For achieving the above object, the technical solution of the present invention is:
A kind of integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm is it is characterised in that comprise the following steps:
A, embedded iron parts
According to the bushing core position of design drawing, embedded iron parts on sole plate bed course；Or preset ironware in the template of base roof plate: take when described template is for steel form and be welded and fixed, or template for plank sheathing when take bolt connection；
B, installation equipment Foundations center reference bus coil holder, comprise the following steps:
(1) totally four highly identical and the steel benchmark bus coil holder of independent stressed, the framework that benchmark bus coil holder is arranged to two parallel beams using two parallel posts to make two groups, and upright post base is provided with triangle stabiliser bar；
(2) be arranged in pairs benchmark bus coil holder in the both sides of equipment Foundations longitudinal and transverse center bus, using benchmark bus coil holder at four end points of equipment Foundations longitudinal and transverse center bus messenger wire, and mark red warning triangle；Installing equipment Foundations center reference bus coil holder need to be independent of steel reinforcement cage and form bracing system to ensure certainty of measurement；
(3) check for convenience and detect, base center benchmark bus is rendered on coil holder crossbeam and marked indentation, with 24# wire, bracing wire is stuck in the indentation of two ends respectively, the centrage in length and breadth that base center benchmark bus-bar frame pull-up sets is the benchmark installing sleeve, every time before detection sleeve positioning, the red warning triangle that alignedly need to be gone up with plumb bob hanging wire at indentation, checks confirmation benchmark bus and does not move；
C, installation sleeve centre of location sub-line frame
Center sub-line is the reference for installation of every group of t type bolt collar, on the basis of the bus of described equipment Foundations center, draw the centre of location sub-line of every group of sleeve from longitudinal and transverse two directions, in the making of center sub-line two ends, installation center sub-line support, equally at center, sub-line rack beam upslide central point indentation is used for the steel wire that stretches tight；The manufacture method of described center sub-line frame is identical with benchmark bus coil holder；
D, installation t type bolt collar bracing frame
With the preset ironware in step a as fixed pivot, on the basis of the center sub-line in step c, with steel vertical rod and steel horizon bar, reinforcing bar diagonal brace made by the above reinforcing bar of φ 20mm, t type bolt collar bracing frame, first spot welding are installed, weld after t type bolt collar mounting and adjusting is accurate, some t type bolt collar groups are set and make an integrated support frame, bracing frame must be independent of steel reinforcement cage and form bracing system；
E, t type bolt collar is installed and is detected, repetition measurement
Before t type bolt collar is installed, check end face center line suitable for reading, if it did not, in need to first dividing and separated time in " cross " is put on；Then will be in place for the steel wire of separated time be aligned centre of location sub-line frame pull-up in " cross " on each t type bolt collar, and messenger wire pendant confirms t type bolt collar perpendicularity, by t type bolt collar and t type bolt collar bracing frame junction point firm welding after meeting the requirements；Before casting concrete, repetition measurement is carried out to t type bolt collar centre deviation, t type bolt collar perpendicularity 1/1000, t type bolt absolute altitude 20mm, repetition measurement must start again successively to centre of location sub-line, t type bolt collar repetition measurement from benchmark bus, dismantle after errorless steel wire, center sub-line frame still needs to retain, and finishes after initial set after casting concrete, then pulls up steel wire in base center bus, center sub-line frame successively, the check sleeve centre of location, such as causes skew to correct immediately because vibrating.
The integral sleeve installation method of the t type diameter of bolt≤48mm of the present invention can also be further achieved by the following technical measures.
Aforesaid method, in wherein said step a, the ironware on plank sheathing first must weld the angle clip of a bracing frame on ironware, in order to avoid baking bad wooden model during rear weldering.
Aforesaid method, the centre deviation≤5mm of wherein said t type bolt collar.
After technique scheme, the integral sleeve installation method of the t type diameter of bolt≤48mm of the present invention has the advantage that
1st, installation steps are reasonable in design, simple to operate；
The 2nd, two sets separate support fixed systems are installed, a set of benchmark bus-bar frame as construction survey, the another set of bracing frame as installation sleeve fixation is it is ensured that the installation accuracy of sleeve and certainty of measurement；
3rd, ensure the pre-buried precision of t type bolt collar, the perpendicularity that sleeve is installed reaches≤l/1000, namely the levelness of anchoring plate face reaches≤1/1000, bushing core deviation controls within 5mm.
Brief description
Fig. 1 is known t type bolt sleeve barrel structure schematic diagram；
Fig. 2 is the benchmark bus coil holder use state schematic diagram of the embodiment of the present invention；
Fig. 3 is the t type bolt collar bracing frame schematic diagram of the embodiment of the present invention.
In figure: 1 nut, 2 pads, 3t type bolt screw rod, the t type head of 4t type bolt, 5 upper cartridge end caps, 6 upper cartridge cylinders, 7 anchor plates, 8 sleeve bases, 9 columns, 10 crossbeams, 11 wires, 12 stabiliser bars, 13 line pendants, 14 red warning triangles, 15 base center lines, 16 horizon bars, 17 vertical rods, 18 embedded iron parts, 19 reinforcing bar diagonal braces, 20t type bolt collar, 21 shaped steel fixed mounts.
Specific embodiment
With reference to embodiments and its accompanying drawing illustrates further to the present invention.
Embodiment 1
The integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm of the present invention, using technological process: embedded iron parts → bottom layer of the reinforcing steel construction → installation center coil holder → installation t type bolt collar bracing frame → t type bolt collar installation → top bars construction → t type bolt collar repetition measurement → casting concrete → t type bolt collar repetition measurement again on surveying setting-out → bed course.
The integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm of the present invention comprises the following steps:
A, pre-buried (preset) ironware:
According to the bushing core position of design drawing, embedded iron parts on sole plate bed course.If on base roof plate, then ironware is pre-seted on template, takes during with steel form and be welded and fixed, with bolt connection during plank sheathing, the ironware on plank sheathing first must weld the angle clip of a bracing frame thereon, in order to avoid baking bad wooden model during rear weldering；
B, installation equipment Foundations center reference bus coil holder, comprise the following steps:
Fig. 2 is the benchmark bus coil holder use state schematic diagram of the embodiment of the present invention.
(1) totally four highly identical and the steel benchmark bus coil holder of independent stressed, the framework that benchmark bus coil holder is arranged to two parallel beams 10 using two parallel posts 9 to make two groups, and upright post base is provided with triangle stabiliser bar 12；
(2) be arranged in pairs benchmark bus coil holder in the both sides of equipment Foundations longitudinal and transverse center bus, using benchmark bus coil holder at four end points of equipment Foundations longitudinal and transverse center bus messenger wire, and mark red warning triangle 14；Installing equipment Foundations center reference bus coil holder need to be independent of steel reinforcement cage and form bracing system to ensure certainty of measurement；
(3) check for convenience and detect, base center benchmark bus is rendered on coil holder crossbeam and marked indentation, with 24# wire 11, bracing wire is stuck in the indentation of two ends respectively, the centrage in length and breadth that base center benchmark bus-bar frame pull-up sets is the benchmark installing sleeve, every time before detection sleeve positioning, the red warning triangle that alignedly need to be gone up with plumb bob hanging wire at indentation, checks confirmation benchmark bus and does not move；
C, installation sleeve centre of location sub-line frame
Center sub-line is the reference for installation of every group of t type bolt collar, on the basis of the bus of described equipment Foundations center, draw the centre of location sub-line of every group of sleeve from longitudinal and transverse two directions, in the making of center sub-line two ends, installation center sub-line support, equally at center, sub-line rack beam upslide central point indentation is used for the steel wire that stretches tight；The manufacture method of described center sub-line frame is identical with benchmark bus coil holder；
D, installation t type bolt collar bracing frame
Fig. 3 is the t type bolt collar bracing frame schematic diagram of the embodiment of the present invention.
With the preset ironware in step a as fixed pivot, on the basis of the center sub-line in step c, with steel vertical rod 17 and steel horizon bar 16, reinforcing bar diagonal brace 19 made by the above reinforcing bar of φ 20mm, t type bolt collar bracing frame, first spot welding are installed, weld after t type bolt collar mounting and adjusting is accurate, some t type bolt collar groups are set and make an integrated support frame, bracing frame must be independent of steel reinforcement cage and form bracing system；
E, t type bolt collar is installed and is detected, repetition measurement
Before t type bolt collar is installed, check end face center line suitable for reading, if it did not, in need to first dividing and separated time in " cross " is put on；Then will be in place for the steel wire of separated time be aligned centre of location sub-line frame pull-up in " cross " on each t type bolt collar, and messenger wire pendant confirms t type bolt collar perpendicularity, by t type bolt collar and t type bolt collar bracing frame junction point firm welding after meeting the requirements；Before casting concrete, repetition measurement is carried out to t type bolt collar centre deviation 5mm, t type bolt collar perpendicularity 1/1000, t type bolt absolute altitude 20mm, repetition measurement must start again successively to centre of location sub-line, t type bolt collar repetition measurement from benchmark bus, dismantle after errorless steel wire, center sub-line frame still needs to retain, and finishes after initial set after casting concrete, then pulls up steel wire in base center bus, center sub-line frame successively, the check sleeve centre of location, such as causes skew to correct immediately because vibrating.The centre deviation of described t type bolt collar is 2mm.
The present invention has substantive distinguishing features and significant technological progress, the separate support fixed system of two sets of the integral sleeve installation method fabrication and installation of the t type diameter of bolt≤48mm of the present invention, a set of benchmark bus-bar frame as construction survey, another set of as installing the fixing bracing frame of sleeve it is ensured that t type bolt collar installation accuracy and certainty of measurement.
Above example is used for illustrative purposes only, rather than limitation of the present invention, person skilled in the relevant technique, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, all equivalent technical schemes also should belong to scope of the invention, should be limited by each claim.
Claims (3)
1. a kind of integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm is it is characterised in that comprise the following steps:
A, embedded iron parts
According to the bushing core position of design drawing, embedded iron parts on sole plate bed course；Or preset ironware in the template of base roof plate: take when described template is for steel form and be welded and fixed, or template for plank sheathing when take bolt connection；
B, installation equipment Foundations center reference bus coil holder, comprise the following steps:
(1) totally four highly identical and the steel benchmark bus coil holder of independent stressed to make two groups, and benchmark bus coil holder adopts the framework that two parallel posts (9) and two parallel beams (10) are arranged to, and upright post base is provided with triangle stabiliser bar (12)；
(2) be arranged in pairs benchmark bus coil holder in the both sides of equipment Foundations longitudinal and transverse center bus, using benchmark bus coil holder at four end points of equipment Foundations longitudinal and transverse center bus messenger wire, and mark red warning triangle (14)；Installing equipment Foundations center reference bus coil holder need to be independent of steel reinforcement cage and form bracing system to ensure certainty of measurement；
(3) check for convenience and detect, base center benchmark bus is rendered on coil holder crossbeam and marked indentation, with 24# wire (11), bracing wire is stuck in the indentation of two ends respectively, the centrage in length and breadth that base center benchmark bus-bar frame pull-up sets is the benchmark installing sleeve, every time before detection sleeve positioning, the red warning triangle that alignedly need to be gone up with plumb bob hanging wire at indentation, checks confirmation benchmark bus and does not move；
C, installation sleeve centre of location sub-line frame
Center sub-line is the reference for installation of every group of t type bolt collar, on the basis of the bus of described equipment Foundations center, draw the centre of location sub-line of every group of sleeve from longitudinal and transverse two directions, in the making of center sub-line two ends, installation center sub-line support, equally at center, sub-line rack beam upslide central point indentation is used for the steel wire that stretches tight；The manufacture method of described center sub-line frame is identical with benchmark bus coil holder；
D, installation t type bolt collar bracing frame
With the preset ironware in step a as fixed pivot, on the basis of the center sub-line in step c, with steel vertical rod (17) and steel horizon bar (16), reinforcing bar diagonal brace (19) made by the above reinforcing bar of φ 20mm, t type bolt collar bracing frame, first spot welding are installed, weld after t type bolt collar mounting and adjusting is accurate, some t type bolt collar groups are set and make an integrated support frame, bracing frame must be independent of steel reinforcement cage and form bracing system；
E, t type bolt collar is installed and is detected, repetition measurement
Before t type bolt collar is installed, check end face center line suitable for reading, if it did not, in need to first dividing and separated time in " cross " is put on；Then will be in place for the steel wire of separated time be aligned centre of location sub-line frame pull-up in " cross " on each t type bolt collar, and messenger wire pendant confirms t type bolt collar perpendicularity, by t type bolt collar and t type bolt collar bracing frame junction point firm welding after meeting the requirements；Before casting concrete, repetition measurement is carried out to t type bolt collar centre deviation, t type bolt collar perpendicularity 1/1000, t type bolt absolute altitude 20mm, repetition measurement must start again successively to centre of location sub-line, t type bolt collar repetition measurement from benchmark bus, dismantle after errorless steel wire, center sub-line frame still needs to retain, and finishes after initial set after casting concrete, then pulls up steel wire in base center bus, center sub-line frame successively, the check sleeve centre of location, such as causes skew to correct immediately because vibrating.
2. the integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm as claimed in claim 1 is it is characterised in that in described step a, the ironware on plank sheathing first must weld the angle clip of a bracing frame on ironware, in order to avoid baking bad wooden model during rear weldering.
3. the integral sleeve installation method of the equipment Foundations t type diameter of bolt≤48mm as claimed in claim 1 is it is characterised in that the centre deviation≤5mm of described t type bolt collar.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510413416.0A CN106351246B (en) | 2015-07-15 | 2015-07-15 | The integral sleeve installation method of T-bolt diameter≤48mm |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510413416.0A CN106351246B (en) | 2015-07-15 | 2015-07-15 | The integral sleeve installation method of T-bolt diameter≤48mm |
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| CN106351246A true CN106351246A (en) | 2017-01-25 |
| CN106351246B CN106351246B (en) | 2018-09-14 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503369A (en) * | 2017-08-30 | 2017-12-22 | 云南工程建设总承包公司 | A kind of high precision apparatus foundation built-in bolt sleeve and its installation method |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| CN111395783A (en) * | 2020-04-25 | 2020-07-10 | 五冶集团上海有限公司 | Construction method for carrying out in-place fine correction and adjustment on bolt |
| CN115492411A (en) * | 2022-10-19 | 2022-12-20 | 中铁五局集团建筑工程有限责任公司 | High-altitude cantilever steel structure unitized high-precision rapid butt joint device and butt joint method thereof |
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| JP2014163154A (en) * | 2013-02-26 | 2014-09-08 | Shimizu Corp | Structure and construction method of anchorage part of anchor bolt |
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| JPS6088729A (en) * | 1983-10-18 | 1985-05-18 | Ishikawajima Harima Heavy Ind Co Ltd | Foundation bolt and installation of structure using foundation bolt |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503369A (en) * | 2017-08-30 | 2017-12-22 | 云南工程建设总承包公司 | A kind of high precision apparatus foundation built-in bolt sleeve and its installation method |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| CN110080271B (en) * | 2019-04-19 | 2021-06-08 | 中国二十二冶集团有限公司 | Construction method for embedded quality control of foundation bolt embedded part |
| CN111395783A (en) * | 2020-04-25 | 2020-07-10 | 五冶集团上海有限公司 | Construction method for carrying out in-place fine correction and adjustment on bolt |
| CN111395783B (en) * | 2020-04-25 | 2024-01-30 | 五冶集团上海有限公司 | Construction method for carrying out positioning fine adjustment on bolts |
| CN115492411A (en) * | 2022-10-19 | 2022-12-20 | 中铁五局集团建筑工程有限责任公司 | High-altitude cantilever steel structure unitized high-precision rapid butt joint device and butt joint method thereof |
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| CN106351246B (en) | 2018-09-14 |
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