CN212107214U - Connecting piece for anti-seismic support and hanger - Google Patents

Connecting piece for anti-seismic support and hanger Download PDF

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Publication number
CN212107214U
CN212107214U CN202020841386.XU CN202020841386U CN212107214U CN 212107214 U CN212107214 U CN 212107214U CN 202020841386 U CN202020841386 U CN 202020841386U CN 212107214 U CN212107214 U CN 212107214U
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China
Prior art keywords
connecting piece
hole
installation
hanger
gallows
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CN202020841386.XU
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Chinese (zh)
Inventor
刘贤珍
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Guangzhou Fanzu Construction Technology Co ltd
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Guangzhou Fanzu Construction Technology Co ltd
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Abstract

The utility model provides a connecting piece for a antidetonation gallows, a gallows and roof are connected to the connecting piece, the connecting piece is the cuboid setting, the connecting piece has the installation through-hole along length direction interval distribution, the installation through-hole is open type semicircle cell type setting, installation through-hole one end is equipped with from the spacing groove of connecting piece top surface undercut, the connecting piece has the crossbeam through-hole along length direction interval distribution, a gallows embedding connecting piece's installation through-hole to through spacing connection of spacing groove and connecting piece. The support hanger is clamped with the connecting piece through the mounting through hole arranged on the connecting piece, so that the mounting time is saved; the supporting and hanging frame is fixed through the limiting groove, so that an operator does not need to adjust the position and the angle of the supporting and hanging frame on site, the installation time is further saved, and the construction efficiency is improved.

Description

Connecting piece for anti-seismic support and hanger
Technical Field
The utility model relates to an antidetonation support accessory technical field specifically is a connecting piece for a gallows of combatting earthquake.
Background
The anti-seismic support limits the displacement of the attached electromechanical engineering facilities, controls the vibration of the facilities and transmits the load to various components or devices on the bearing structure. When meeting the earthquake of earthquake fortification intensity in local area, the building water supply and drainage, fire control, heating, ventilation, air conditioning, gas, heating power, electric power, communication and other electromechanical engineering facilities after earthquake fortification can achieve the aims of lightening earthquake damage, reducing and preventing secondary disasters as much as possible, thereby achieving the purpose of reducing casualties and property loss.
Each jib of traditional antidetonation support must with roof bolted connection to in order to make to bear and the side direction supports the atress is even at the in-process of connecting the installation, operating personnel must the position and the angle of accurate adjustment jib, and this leads to that the installation engineering is loaded down with trivial details, and the installation effectiveness is low. Therefore, in view of the above situation, there is a need to develop a connector that can save the installation time of the boom, so as to overcome the shortcomings in the current practical application.
SUMMERY OF THE UTILITY MODEL
In order to overcome the above disadvantages of the prior art, the present invention provides a connecting member for an earthquake-resistant support hanger.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a connecting piece for a antidetonation gallows, a gallows and roof are connected to the connecting piece, the connecting piece is the cuboid setting, the connecting piece has the installation through-hole along length direction interval distribution, the installation through-hole is open type semicircle cell type setting, installation through-hole one end is equipped with from the spacing groove of connecting piece top surface undercut, the connecting piece has the crossbeam through-hole along length direction interval distribution, a gallows embedding connecting piece's installation through-hole to through spacing connection of spacing groove and connecting piece.
As a further improvement of the utility model: the limiting groove is arranged in a cuboid shape.
As a further improvement of the utility model: the depth of the limiting groove is not more than 12 cm.
As a further improvement of the utility model: the connecting piece has the mounting groove along length direction interval distribution.
As a further improvement of the utility model: the thickness of the connecting piece is N, and N is more than 25cm and less than 35 cm.
As a further improvement of the utility model: the connecting piece adopts the aluminum alloy material.
Compared with the prior art, the beneficial effects of the utility model are that:
the support hanger is clamped with the connecting piece through the mounting through hole arranged on the connecting piece, so that the mounting time is saved; the supporting and hanging frame is fixed through the limiting groove, so that an operator does not need to adjust the position and the angle of the supporting and hanging frame on site, the installation time is further saved, and the construction efficiency is improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is an enlarged schematic view of fig. 1A.
Fig. 3 is a schematic structural diagram of the installation connection of the connecting piece and the support and hanger.
FIG. 4 is a schematic view of the construction of the vertical boom assembly.
Detailed Description
The invention will now be further described with reference to the accompanying drawings, in which:
referring to fig. 1 to 4, an anti-seismic support and hanger includes a connecting member 11 and a support and hanger. The connecting piece 11 is used as an intermediate connecting fitting for connecting the support hanger with the roof.
Connecting piece 11 is the cuboid setting, connecting piece 11 has installation through-hole 41 along length direction interval distribution, installation through-hole 41 one end is equipped with from connecting piece top surface undercut's spacing groove 42, connecting piece 11 has crossbeam through-hole 51 along length direction interval distribution, connecting piece 11 passes through crossbeam through-hole 51 and roof bolted connection. Specifically, the bottom surface of the connecting piece 11 is connected with an anchoring piece 32, the anchoring piece 32 penetrates through the cross beam through hole 51 and is embedded into the roof to enable the connecting piece 11 to be stably connected with the roof. In the present embodiment, the anchor 32 is an expansion bolt. The support hanger is embedded into the mounting through hole 41 of the connecting piece and is in limit connection with the connecting piece 11 through the limit groove 42.
The support hanger is cylindrical and comprises a vertical hanger rod assembly and an oblique hanger rod assembly. The bottom of the support and hanger is connected to a support structure 81.
The vertical boom assembly is used to support and suspend the support structure 81. The perpendicular jib subassembly is equipped with perpendicular jib 21, first regulation pole 22, perpendicular jib 21 cavity just is equipped with the internal thread, first regulation pole 22 is equipped with the external screw thread, perpendicular jib 21 and first regulation pole 22 threaded connection, perpendicular jib 21 top is equipped with stopper 27, stopper 27 structure and spacing groove 42 structure phase-match, first regulation pole 22 bottom is equipped with connecting plate 25, connecting plate 25 is equipped with connect the via hole 26, perpendicular jib subassembly passes through connecting plate 25 and bearing structure 81 bolted connection.
The diagonal boom assembly is adapted to laterally abut the support structure 81 to resist lateral horizontal seismic forces. The slant jib subassembly includes that slant jib 23, second adjust pole 24, slant jib 23 cavity just is equipped with the internal thread, second is adjusted pole 24 and is equipped with the external screw thread, 24 threaded connection are adjusted to slant jib 23 and second, slant jib 23 top is equipped with the stopper the same with perpendicular jib 21 top, second is adjusted 24 bottoms of pole and is connected with diagonal brace piece 33. The two ends of the diagonal support member 33 are provided with hinge members 31, one end of each diagonal support member is hinged to the second adjusting rod 24, and the other end of each diagonal support member is hinged to the supporting structure 81.
The support structure 81 is used for supporting water pipes and ventilation pipes. The supporting structure 81 comprises a limiting plate 34 and a bearing plate 35, and two ends of the limiting plate 34 and the bearing plate 35 are connected with adjusting rods 36. The adjusting rod 36 is provided with an external thread, and the distance between the limiting plate 34 and the bearing plate 35 is shortened by adjusting the adjusting rod 36, so that the adjusting rod is abutted to a water pipe or a ventilation pipe.
Rubber pads 55 are laid on the inner sides of the limiting plate 34 and the bearing plate 35. The rubber pads 55 are used for buffering the action of seismic force and improving friction force, so that the supporting structure 81 can support a water pipe or a ventilation pipe more stably.
More preferably, the mounting through holes 41 are arranged in an open type semi-arc groove shape. Because a gallows is cylindrical, through the installation through-hole 41 of open type semicircle cell type setting for a gallows is in installation through-hole 41, and a gallows lateral wall receives connecting piece 11 butt, thereby avoids rocking because of the earthquake.
More preferably, the limiting groove 42 is rectangular. Because stopper 27 structure and spacing groove 42 structure phase-match, so set up for stopper 27 inlays in spacing groove 42, and stopper 27 activity is limited, thereby plays the effect of firm connection.
More preferably, the depth of the limiting groove 42 is not more than 12 cm. Because the connecting piece 11 bears the hangers, the excessively deep limiting groove 42 causes the thickness of the connecting piece 11 body at the bottom of the limiting groove 42 to be insufficient and easy to break, so the depth of the limiting groove 42 is kept within 12 cm. In this embodiment, the depth of the limiting groove 42 is 10 cm.
Preferably, the connecting member 11 has mounting grooves 43 spaced apart along the length direction. The mounting groove 43 is located below the beam through hole 51. The arrangement is such that the connecting piece 11 not only reduces the weight of the connecting piece itself, but also reduces the load of the anchoring piece 32; meanwhile, the mounting groove 43 enables the beam through hole 51 to be shorter in length, and the anchor 32 can be conveniently embedded into the beam through hole 51 for mounting.
More preferably, the thickness of the connecting piece 11 is N, and N is more than 25cm and less than 35 cm. So set up, not only avoid connecting piece 11 thickness too big, cause cost too high and extravagant, ensured connecting piece 11's bearing capacity simultaneously. In this embodiment, the connecting member 11 has a thickness of 32 cm.
Preferably, the connecting member 11 is made of an aluminum alloy. The aluminum alloy has the advantages of light weight, high strength and strong toughness.
When the anti-seismic support and hanger is installed, the support and hanger is transversely embedded into the installation through hole 41 and then sinks, so that the limiting block 27 is embedded into the limiting groove 42, and then the anchoring piece 32 penetrates through the beam through hole 51 to be embedded into a roof, and the integral installation of the anti-seismic support and hanger is completed.
The support hanger is clamped with the connecting piece 11 through the mounting through hole formed in the connecting piece 11, so that the mounting time is saved; through the fixed setting of spacing groove 42 for operating personnel need not the position and the angle of on-the-spot adjustment gallows, has further saved installation time, has improved the efficiency of construction.
In the description of the present invention, it should be understood that the terms "upper end surface", "lower end surface", "top", "bottom", "left", "right", and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, and are only for convenience of description of the present invention, and therefore, cannot be understood as a limitation to the practical use direction of the present invention.
In conclusion, after the ordinary skilled in the art reads the document of the present invention, according to the present invention, the technical solution and technical concept of the present invention do not need creative mental labor to make other various corresponding transformation schemes, which all belong to the protection scope of the present invention.

Claims (6)

1. The utility model provides a connecting piece for a antidetonation gallows, a gallows and roof are connected to the connecting piece, its characterized in that:
the connecting piece is the cuboid setting, the connecting piece has the installation through-hole along length direction interval distribution, the installation through-hole is open type semicircle cell type setting, installation through-hole one end is equipped with the spacing groove from connecting piece top surface undercut, the connecting piece has the crossbeam through-hole along length direction interval distribution, prop up the installation through-hole of gallows embedding connecting piece to be connected with the connecting piece is spacing through the spacing groove.
2. A connector for an earthquake resistant support and hanger as claimed in claim 1, wherein: the limiting groove is arranged in a cuboid shape.
3. A connector for an earthquake-resistant support and hanger as claimed in claim 1 or 2, wherein: the depth of the limiting groove is not more than 12 cm.
4. A connector for an earthquake resistant support and hanger as claimed in claim 1, wherein: the connecting piece has the mounting groove along length direction interval distribution.
5. A connector for an earthquake resistant support and hanger as claimed in claim 1, wherein: the thickness of the connecting piece is N, and N is more than 25cm and less than 35 cm.
6. A connector for an earthquake resistant support and hanger as claimed in claim 1, wherein: the connecting piece adopts the aluminum alloy material.
CN202020841386.XU 2020-05-19 2020-05-19 Connecting piece for anti-seismic support and hanger Active CN212107214U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020841386.XU CN212107214U (en) 2020-05-19 2020-05-19 Connecting piece for anti-seismic support and hanger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020841386.XU CN212107214U (en) 2020-05-19 2020-05-19 Connecting piece for anti-seismic support and hanger

Publications (1)

Publication Number Publication Date
CN212107214U true CN212107214U (en) 2020-12-08

Family

ID=73622128

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020841386.XU Active CN212107214U (en) 2020-05-19 2020-05-19 Connecting piece for anti-seismic support and hanger

Country Status (1)

Country Link
CN (1) CN212107214U (en)

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