CN110145643A - A kind of antidetonation suspension and support and its construction method - Google Patents
A kind of antidetonation suspension and support and its construction method Download PDFInfo
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- CN110145643A CN110145643A CN201910336032.1A CN201910336032A CN110145643A CN 110145643 A CN110145643 A CN 110145643A CN 201910336032 A CN201910336032 A CN 201910336032A CN 110145643 A CN110145643 A CN 110145643A
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- crossbeam
- vertical
- bolt
- antidetonation suspension
- beams
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- 239000000725 suspension Substances 0.000 title claims abstract description 47
- 238000010276 construction Methods 0.000 title claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 15
- 239000011148 porous material Substances 0.000 claims description 8
- 235000008227 Illicium verum Nutrition 0.000 claims description 4
- 240000007232 Illicium verum Species 0.000 claims description 4
- 230000006378 damage Effects 0.000 description 6
- 230000002265 prevention Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
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- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 230000002045 lasting effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
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Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B39/00—Locking of screws, bolts or nuts
- F16B39/22—Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening
- F16B39/24—Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/22—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets specially adapted for supporting a number of parallel pipes at intervals
Abstract
The invention discloses a kind of antidetonation suspension and support and its construction methods, including two vertical beam, first crossbeam, second cross beam and two supporting beams disposed in parallel, the both ends of first crossbeam are connected to form U-shaped framework with two vertical beams respectively, second cross beam is parallel with the first crossbeam and interval is arranged, and is equipped with tube bank on first crossbeam and second cross beam；Two supporting beams connect with two vertical beams respectively, and two supporting beams are inclined outwardly upwardly extend respectively；First crossbeam, second cross beam and vertical beam and supporting beam and vertical beam are all made of bolt-nut connecting structure, anti-rotation component is provided between bolt and each girder steel, anti-rotation component includes anti-rotation gasket and split pin, and each steel beam surface opens up fluted, and anti-rotation gasket is embedded in groove；Split pin can pass through anti-rotation gasket and bolt, by anti-rotation gasket be bolted.Antidetonation suspension and support of the invention can weaken the case where bolt and nut loosens, and improve the stability of suspension and support.
Description
Technical field
The present invention relates to building hanger technical field, in particular to a kind of antidetonation suspension and support and its construction method.
Background technique
Regulation seismic fortification intensity is the building in 6 degree and 6 degree or more areas in " building electromechanical engineering earthquake resistant design code "
Electromechanical engineering must carry out Aseismic Design, it is intended to mitigate destruction of the earthquake to electromechanical engineering facility.Electromechanical engineering facility mainly wraps
Include building plumbing system, heating, ventilation, air-conditioning, combustion gas, heating power, electric power, communication, fire-fighting etc..
Currently, oblique pull channel steel is connect with horizontal channel steel in existing antidetonation support hanger structure and oblique pull channel steel is built with top surface
Building structure connects the connection structure for being all made of single bolt and nut.But due to will appear lasting shake in seismic process
The case where situation, bolt-nut connecting structure single in this way is easy to happen loosening, influences to lose the fixed effect of oblique pull
The overall stability of antidetonation support hanger structure, causes security risk.
Summary of the invention
The purpose of the present invention is to provide a kind of antidetonation suspension and supports, it can weaken the case where bolt and nut loosens, and improve
The stability of suspension and support.
Above-mentioned purpose of the invention has the technical scheme that
A kind of antidetonation suspension and support, it is characterised in that: be arranged in parallel and at interval vertical beam, the two perpendicular depth of beam phases including two
Deng；First crossbeam, the both ends of the first crossbeam are connected to form U-shaped framework with two vertical beams respectively；Second cross beam, it is described
The both ends of second cross beam are connected with two vertical beams respectively, and the second cross beam is parallel with the first crossbeam and interval is set
It sets, is equipped with tube bank on the first crossbeam and the second cross beam；Two supporting beams, two supporting beams are described perpendicular with two respectively
Beam connects, and two supporting beams are inclined outwardly upwardly extend respectively；The first crossbeam, second cross beam and vertical beam and supporting beam
It is all made of bolt-nut connecting structure with vertical beam, anti-rotation component, the anti-rotation component packet are provided between bolt and each girder steel
Include anti-rotation gasket and split pin, each steel beam surface opens up fluted, and the anti-rotation gasket is embedded in the groove；The opening
Pin can pass through anti-rotation gasket and bolt, by anti-rotation gasket be bolted.
By using above-mentioned technical proposal, first crossbeam is connected to form U-shaped framework with two vertical beams, and is connected to two and erects
Two supporting beams of beam side, horizontal earthquake influence power is effectively passed on main structure body, avoids and reduce pipeline by ground
Brisance influences and fracture and support system unstability occurs and fall, so that antidetonation suspension and support can cut down horizontal earthquake influence power
In the influence power of pipeline direction of travel vertical plane, mitigate eaerthquake damage, prevention secondary disaster, while avoiding casualties, and
Avoid and reduce economic loss.And between bolt and nut be arranged anti-rotation component, tighten bolt, etc. bolt fastenings in place after, will
Anti-rotation gasket is pressed in groove, while the second pin hole above bolt should be aligned with the first pin hole of anti-turning pad on piece, then
Split pin is keyed in, the rotation of bolt is limited by split pin, the influence vibrated to bolt is offset with this, to guarantee that antidetonation branch is hung
The stability of each connecting node of frame mitigates eaerthquake damage, prevention secondary disaster.
The present invention is further arranged to: the anti-rotation gasket includes the gasket part and upper fold of Joint, the gasket part
The via hole passed through for bolt is offered, the upper fold offers the first pin hole passed through for split pin, and is offered on bolt
Two pin holes, the split pin are threaded through in the first pin hole and the second pin hole.
By using above-mentioned technical proposal, in groove, the two cooperation limitation anti-rotation gasket rotates gasket part；And
Upper fold and split pin cooperate, to limit the rotation of bolt, guarantee the stability of frame body connection.
The present invention is further arranged to: nut is fixed in each steel beam surface.
By using above-mentioned technical proposal, it can so prevent from rotating between nut and bolt, guarantee the connection of frame body
Intensity.
The present invention is further arranged to: the top of the vertical beam, the supporting beam elongated end be equipped with connection pedestal.
The present invention is further arranged to: being connected with rear base expanding and base expanding anchor bolt on the connection pedestal.
By using above-mentioned technical proposal, rear base expanding and base expanding anchor bolts are in the bottom surface of building concrete structural member, rear base expanding and base expanding anchor
Bolt has mechanical lock bonding effect, can guarantee the reliability connected between vertical beam, supporting beam and building concrete structural member.
The present invention is further arranged to: oblique pull lead screw is also connected on the vertical beam, the oblique pull lead screw is far from vertical beam
One end is connected with rear base expanding and base expanding anchor bolt.
By using above-mentioned technical proposal, oblique pull lead screw improves the ability that antidetonation suspension and support frame body resists drawing force, increases
Add the anti-shake performance of antidetonation suspension and support.
The present invention is further arranged to: the angle between the supporting beam and the vertical beam is 30 ° to 60 °, the oblique pull
Angle between lead screw and the vertical beam is 30 ° to 60 °.
By using above-mentioned technical proposal, so that supporting beam and the stress at oblique pull lead screw both ends are relatively uniform, to guarantee
Service life.
The present invention is further arranged to: the tube bank includes the tube bank of at least one Ω type and at least one P-type transistor beam, Ω type
Tube bank and P-type transistor beam are installed on first crossbeam or second cross beam.
By using above-mentioned technical proposal, convenient for the connection between pipeline and antidetonation suspension and support, and it is suitable for each pattern synthesis
The arrangement of pipeline.
The present invention is further arranged to: the vertical beam is the C-shaped channel steel equipped with dorsal pore, and the bottom end of the vertical beam is connected with slot
Steel end cap.
By using above-mentioned technical proposal, C-shaped channel steel has good use intensity, and dorsal pore can reduce the weight of vertical beam
Amount, so that the lighter in weight of antidetonation suspension and support entirety；The setting of channel steel end cap can be avoided vertical beam bottom and scratch work people
Member, and can play a protective role to the bottom end of vertical beam.
The present invention also provides a kind of construction methods of antidetonation suspension and support, comprising the following steps:
S1, it is separately connected octagonal packet hole at the both ends of first crossbeam and second cross beam, hole is wrapped for first crossbeam, second by illiciumverum
Crossbeam connects with two vertical beams, forms the main frame body of antidetonation suspension and support；And second cross beam parallel with first crossbeam and be spaced to set
It sets；
S2, it two supporting beams is tilted respectively is connected on two vertical beams, the other end of the top of two vertical beams and two supporting beams is all connected with
One connection pedestal, base expanding and base expanding anchor bolt after being then connected on connection pedestal；
S3, the other side that two oblique pull lead screws are tilted to connection with two vertical beams respectively；
S4, tube bank is mounted on to first crossbeam and second cross beam, it is then that antidetonation suspension and support is mixed by rear base expanding and base expanding anchor bolt and building
The connection of Xtah Crude Clay structure part.
In conclusion the invention has the following advantages:
1, the supporting beam of the main frame body cooperation inclination connection of U-shaped and oblique pull lead screw can cut down horizontal earthquake influence power in pipeline row
Into the influence power of direction vertical plane, casualties is avoided, and avoids and reduce economic loss；
2, by the way that anti-rotation component is arranged in each connecting node of antidetonation suspension and support, anti-rotation component limits the rotation of bolt, with this
Influence of the vibration to bolt is offset, to guarantee the stability of each connecting node of antidetonation suspension and support, mitigates eaerthquake damage, prevention
Secondary disaster.
3, the connection structure that each connecting node is all made of bolt and nut in antidetonation suspension and support will not without welding and drilling
Environment and office are impacted, and is convenient to be torn open, changes adjustment, the accessory and girder steel under dismantling are all repeatable to be made
With causing to waste to material minimum.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment；
Fig. 2 is the structural schematic diagram of supporting element and connector in embodiment；
Fig. 3 is the structural schematic diagram of anti-rotation component in embodiment.
In figure, 1, vertical beam；11, first crossbeam；12, second cross beam；13, pedestal is connected；14, rear base expanding and base expanding anchor bolt；15, octagonal
Bao Kong；16, groove；2, supporting beam；3, it restrains；31, Ω type is restrained；32, P-type transistor beam；4, supporting element；41, transverse slat；42, first
Riser；43, the second riser；44, screw rod；5, connector；51, interconnecting piece；52, Fixed Division；6, oblique pull lead screw；61, mounting base；7,
Anti-rotation component；71, anti-rotation gasket；711, gasket part；712, upper fold；713, the first pin hole；72, split pin；8, bolt；81,
Second pin hole；9, nut.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment: a kind of antidetonation suspension and support is connected on building concrete structural member, as shown in Figure 1, antidetonation suspension and support
Vertical beam 1, first crossbeam 11, second cross beam 12 and two supporting beams 2 are arranged in parallel and at interval including two, wherein two vertical beams, 1 height
Equal, the both ends of first crossbeam 11 are vertically connected with two vertical beams 1 respectively, are formed with U-shaped framework；Distinguish at the both ends of second cross beam 12
It is connected with two vertical beams 1, second cross beam 12 is parallel with first crossbeam 11 and interval is arranged, and second cross beam 12 is located at first crossbeam
11 top, two vertical beams 1 constitute the main frame body of antidetonation suspension and support with first crossbeam 11, second cross beam 12.
Two supporting beams 2 and two vertical beams 1 correspond, and two supporting beams, 2 one end is connected with corresponding vertical beam 1, and the other end is outside
Extension is tilted upward, until concordant with the top of vertical beam 1；Plane where supporting beam 2 is perpendicular to the plane where vertical beam 1.
The top of vertical beam 1 and the elongated end of supporting beam 2 are connected with connection pedestal 13, connect and expand after being connected on pedestal 13
Bottom anchor bolt 14, when antidetonation suspension and support is installed, by the cooperation of rear base expanding and base expanding anchor bolt 14 and building concrete structural member, vertical beam 1 and branch
Support beam 2 is connected on building concrete structural member, and rear base expanding and base expanding anchor bolt 14 has mechanical lock bonding effect, can guarantee vertical beam 1, support
The reliability connected between beam 2 and building concrete structural member.
Antidetonation suspension and support provided by the invention is connected to form U-shaped framework by first crossbeam 11 with two vertical beams 1, and
Two supporting beams 2 of two vertical beams, 1 side are connected to, horizontal earthquake influence power is effectively passed on main structure body, avoids and drops
Low pipeline is influenced by seismic force and fracture occurs and support system unstability is fallen, so that antidetonation suspension and support can cut down water
Level land shakes influence power in the influence power of pipeline direction of travel vertical plane, mitigates eaerthquake damage, prevention secondary disaster, avoids simultaneously
Casualties, and avoid and reduce economic loss.
It should be noted that vertical beam 1, first crossbeam 11, second cross beam 12 and two supporting beams 2 thickness be not less than 5mm, and
Vertical beam 1, first crossbeam 11, the outer surface of second cross beam 12 and two supporting beams 2 be not small using galvanizing by dipping processing plating a layer thickness
In 70 μm.
Further, vertical beam 1 is the C-shaped channel steel equipped with dorsal pore, and the side that two vertical beams 1 are equipped with dorsal pore is oppositely arranged.C-shaped channel steel
With good use intensity, and dorsal pore can reduce the weight of vertical beam 1 so that the weight of antidetonation suspension and support entirety compared with
Gently, the bottom of vertical beam 1 is connected with channel steel end cap, and the setting of channel steel end cap can be avoided 1 bottom of vertical beam and scratch staff, and energy
It is enough to play a protective role to the bottom end of vertical beam 1.
First crossbeam 11 and second cross beam 12 are Two bors d's oeuveres C-shaped channel steel, 12 end of first crossbeam 11 and second cross beam it is upper
Lower two sides are respectively connected with octagonal packet hole 15, and illiciumverum packet 15 one end of hole is partly coated on vertical beam 1 and passes through 8 nut 9 of bolt with vertical beam 1
Fixed, illiciumverum packet 15 other end of hole is partly coated on first crossbeam 11 or second cross beam 12, also by 8 nut 9 of bolt cooperate into
Row is fixed, final to realize that first crossbeam 11 and second cross beam 12 are connected with two vertical beams 1.The first crossbeam being made of Two bors d's oeuveres fashioned iron
11 and second cross beam 12, can sided locking, improve the bearing capacity of first crossbeam 11 and second cross beam 12.
Tube bank 3 is equipped on first crossbeam 11 and second cross beam 12, tube bank 3 is including at least one Ω type tube bank 31 and at least
One P-type transistor beam 32, Ω type tube bank 31 are connected on second cross beam 12, and P-type transistor beam 32 is connected on first crossbeam 11 and is located at
The lower section of Ω type tube bank 31；In this way, convenient for the connection between pipeline and antidetonation suspension and support, and it is suitable for the cloth of various comprehensive pipeline
It sets.
Supporting element 4 is arranged on vertical beam 1, between first crossbeam 11 and second cross beam 12, as shown in Fig. 2, supporting element 4
Be in U-shape plate, is made of transverse slat 41 and affixed starting stave 42 vertical with transverse slat 41, the second riser 43, the transverse slat of supporting element 4
41 sides for being equipped with dorsal pore with vertical beam 1 abut against, and starting stave 42 is located at opposite side towards supporting beam 2, the second riser 43.Support
Bolt 8 is passed through dorsal pore and the cooperation of nut 9 is fixed on vertical beam 1 by part 4 by wearing bolt 8 on transverse slat 41.
Supporting beam 2 is connected on vertical beam 1 by supporting element 4, specifically, 2 lower end of supporting beam is equipped with connector 5, connection
Part 5 includes the Fixed Division 52 of the interconnecting piece 51 and straight panel shape in cannula-like, has 120-150 ° between Fixed Division 52 and interconnecting piece 51
Angle；The inside of interconnecting piece 51 is adapted with supporting beam 2, and the two can be fixed by 8 nut 9 of bolt.The first of supporting element 4
Level is connected with screw rod 44 on riser 42, and through-hole is offered on Fixed Division 52, and Fixed Division 52 is set on screw rod 44 by through-hole
Afterwards, it is threaded with nut 9 on screw rod 44, so that Fixed Division 52 is fixedly clamped on the support 4, realizes that supporting beam 2 exists
Fixation on vertical beam 1.After fixation, the angle between supporting beam 2 and vertical beam 1 is 30 ° to 60 °, preferably 45 °, in this way, to prop up
The stress for supportting 2 both ends of beam is relatively uniform, to ensure that the service life of supporting beam 2.Supporting beam 2 is also chosen as C-shaped channel steel.
In antidetonation suspension and support, first crossbeam 11, second cross beam 12 and vertical beam 1 and supporting beam 2 and vertical beam 1 are all made of single
The connection structure of 8 nut 9 of bolt will not impact environment and office, and be convenient to carry out without welding and drilling
It tears open, change adjustment, the accessory and girder steel under dismantling are all reusable, cause to waste to material minimum.But due in earthquake
Will appear lasting jitter conditions in journey, this single 8 nut 9 of bolt connection structure will there is a situation where loosen.Institute
Anti-rotation component 7 is provided between bolt 8 and corresponding girder steel in order to reduce vibration the influence to bolt 8.
As shown in figure 3, anti-rotation component 7 includes anti-rotation gasket 71 and split pin 72.Anti-rotation gasket 71 includes the pad of Joint
Piece portion 711 and upper fold 712, gasket part 711 offer the via hole passed through for fixing bolt 8, and upper fold 712 is offered for opening
The first pin hole 713 that pin 72 passes through, the second pin hole 81 is offered on bolt 8, and split pin 72 passes through the first pin hole 713 and the second pin
Behind hole 81, anti-rotation gasket 71 is connect with bolt 8.It is offered on girder steel or on octagonal packet hole 15 as shown in Figure 3 and anti-turning pad
The groove 16 that the gasket part 711 of piece 71 matches, anti-rotation gasket 71 are embedded in groove 16, and the two cooperation can prevent gasket part
711 axis centers for surrounding bolt 8 rotate.
In the affixed nut 9 in the opposite side of girder steel, bolt 8 is tightened, after waiting the fastening in place of bolts 8, anti-rotation gasket 71 is compressed
In groove 16, while the second pin hole 81 of 8 top of bolt should be aligned with the first pin hole 713 on anti-rotation gasket 71, then key
Enter split pin 72, the rotation of bolt 8 is limited by split pin 72, the influence vibrated to bolt 8 is offset with this, to guarantee antidetonation
The stability of each connecting node of suspension and support mitigates eaerthquake damage, prevention secondary disaster.
In order to further increase the stability of antidetonation suspension and support frame body, as shown in Figure 1, on vertical beam 1, being located at supporting beam 2
Opposite side be additionally provided with oblique pull lead screw 6, the both ends of oblique pull lead screw 6 are connected with mounting base 61, the second riser 43 of supporting element 4
On also level be connected with screw rod 44, the connection of mounting base 61 of 6 one end of oblique pull lead screw is on the support 4；6 other end of oblique pull lead screw
It is also equipped with rear base expanding and base expanding anchor bolt 14 in mounting base 61, is connected by rear base expanding and base expanding anchor bolt 14 with corresponding building concrete structural member,
To improve the ability that antidetonation suspension and support frame body resists drawing force, increase the anti-shake performance of antidetonation suspension and support.
The assembling process of antidetonation suspension and support of the invention: channel steel end cap is connected in the bottom end of two vertical beams 1, in first crossbeam 11
It is separately connected octagonal packet hole 15 with the both ends of second cross beam 12, hole 15 and two vertical beams are wrapped by octagonal in the both ends of first crossbeam 11
1 connection forms U-shaped framework, the both ends of second cross beam 12 is connected by octagonal packet hole 15 with two vertical beams 1, and make second cross beam
12 and interval settings parallel with first crossbeam 11；The top of two vertical beams 1 respectively connects pedestal 13, which is type
Steel base is connected with the rear base expanding and base expanding anchor bolt 14 for connecting with building concrete structural member on each formed steel base.
One end of two supporting beams 2 is connected on two vertical beams 1, the other end of two supporting beams 2 is separately connected connection bottom
Seat 13 connects the rear base expanding and base expanding anchor bolt 14 being connected on pedestal 13 for connecting with building concrete structural member.By two oblique pull lead screws 6
Be separately connected the other side with two vertical beams 1, and make two oblique pull lead screws 6 inclined direction and two supporting beams 2 inclined direction not
Together, the plane preferably where oblique pull lead screw 6 is parallel to the plane where supporting beam 2；Ω type tube bank 31 is connected to the second cross
The side of beam 12, by P-type transistor beam 32 connection with first crossbeam 11 on and be located at Ω type tube bank 31 lower section so far can be substantially
Complete the assembling of antidetonation suspension and support.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member makes the modification of not creative contribution to the present embodiment reading this specification and can according to need, but as long as in this hair
All by the protection of Patent Law in bright scope of the claims.
Claims (10)
1. a kind of antidetonation suspension and support, it is characterised in that: it is arranged in parallel and at interval vertical beam (1) including two, two vertical beams (1)
It is highly equal；
First crossbeam (11), the both ends of the first crossbeam (11) are connected to form U-shaped framework with two vertical beams (1) respectively；
Second cross beam (12), the both ends of the second cross beam (12) are connected with two vertical beams (1) respectively, the second cross beam
(12) parallel with the first crossbeam (11) and interval is arranged, and is all provided on the first crossbeam (11) and the second cross beam (12)
There are tube bank (3)；
Two supporting beams (2), two supporting beams (2) connect with two vertical beams (1) respectively, and two supporting beams (2) are respectively
It is inclined outwardly and upwardly extends；
The first crossbeam (11), second cross beam (12) and vertical beam (1) and supporting beam (2) and vertical beam (1) are all made of bolt (8) spiral shell
Female (9) connection structure, is provided with anti-rotation component (7), the anti-rotation component (7) includes anti-rotation between bolt (8) and each girder steel
Gasket (71) and split pin (72), each steel beam surface open up fluted (16), and the anti-rotation gasket (71) is embedded in the groove
(16) in；The split pin (72) can pass through anti-rotation gasket (71) and bolt (8), even by anti-rotation gasket (71) and bolt (8)
It connects.
2. antidetonation suspension and support according to claim 1, it is characterised in that: the anti-rotation gasket (71) includes the pad of Joint
Piece portion (711) and upper fold (712), the gasket part (711) offer the via hole passed through for bolt (8), the upper fold
(712) the first pin hole (713) passed through for split pin (72) is offered, is offered the second pin hole (81) on bolt (8), it is described to open
Mouth pin (72) is threaded through in the first pin hole (713) and the second pin hole (81).
3. antidetonation suspension and support according to claim 1, it is characterised in that: nut (9) is fixed in each steel beam surface.
4. antidetonation suspension and support according to claim 1, it is characterised in that: the top of the vertical beam (1), the supporting beam
(2) elongated end is equipped with connection pedestal (13).
5. antidetonation suspension and support according to claim 4, it is characterised in that: be connected with rear base expanding and base expanding on the connection pedestal (13)
Anchor bolt (14).
6. antidetonation suspension and support according to claim 5, it is characterised in that: be also connected with oblique pull lead screw on the vertical beam (1)
(6), the oblique pull lead screw (6) is connected with rear base expanding and base expanding anchor bolt (14) far from the one end of vertical beam (1).
7. antidetonation suspension and support according to claim 6, it is characterised in that: between the supporting beam (2) and the vertical beam (1)
Angle be 30 ° to 60 °, the angle between the oblique pull lead screw (6) and the vertical beam (1) is 30 ° to 60 °.
8. antidetonation suspension and support according to claim 1, it is characterised in that: the tube bank (3) includes at least one Ω type pipe
Beam (31) and at least one P-type transistor beam (32), Ω type tube bank (31) and P-type transistor beam (32) are installed on first crossbeam (11) or second
On crossbeam (12).
9. antidetonation suspension and support according to claim 1, it is characterised in that: the vertical beam (1) is the C-shaped channel equipped with dorsal pore
The bottom end of steel, the vertical beam (1) is connected with channel steel end cap.
10. a kind of construction method based on the described in any item antidetonation suspension and supports of such as claim 1-9, it is characterised in that: including
Following steps:
S1, it is separately connected octagonal packet hole (15) at the both ends of first crossbeam (11) and second cross beam (12), hole is wrapped by illiciumverum
(15) first crossbeam (11), second cross beam (12) are connected with two vertical beams (1), forms the main frame body of antidetonation suspension and support；And make
Second cross beam (12) is parallel with first crossbeam (11) and interval is arranged；
S2, it two supporting beams (2) is tilted respectively is connected on two vertical beams (1), the tops of two vertical beams (1) and two supporting beams (2)
The other end is all connected with a connection pedestal (13), is then connected with rear base expanding and base expanding anchor bolt (14) in connection pedestal (13)；
S3, the other side that two oblique pull lead screws (6) are tilted to connection with two vertical beams (1) respectively；
S4, tube bank (3) is mounted on first crossbeam (11) and second cross beam (12), antidetonation suspension and support is then passed through into rear base expanding and base expanding anchor
Bolt (14) is connect with building concrete structural member.
Priority Applications (1)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112145805A (en) * | 2020-11-03 | 2020-12-29 | 河南省力基天源建设工程有限公司 | A antidetonation gallows structure assembly for electromechanical device installation |
| CN112952674A (en) * | 2021-02-01 | 2021-06-11 | 深圳市火石工程技术有限公司 | Prefabricated antidetonation gallows |
| CN114396418A (en) * | 2021-12-31 | 2022-04-26 | 深圳优力可科技股份有限公司 | Assembled bearing support and hanger connecting structure and support and hanger system |
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| CN110145643B (en) | 2021-07-20 |
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