CN110822174A - C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof - Google Patents

C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof Download PDF

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Publication number
CN110822174A
CN110822174A CN201810909445.XA CN201810909445A CN110822174A CN 110822174 A CN110822174 A CN 110822174A CN 201810909445 A CN201810909445 A CN 201810909445A CN 110822174 A CN110822174 A CN 110822174A
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CN
China
Prior art keywords
shaped steel
connecting piece
boss
double
earthquake
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Pending
Application number
CN201810909445.XA
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Chinese (zh)
Inventor
马军
轩境泽
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Guangdong Yashige Technology Group Co Ltd
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Guangdong Yashige Technology Group Co Ltd
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Application filed by Guangdong Yashige Technology Group Co Ltd filed Critical Guangdong Yashige Technology Group Co Ltd
Priority to CN201810909445.XA priority Critical patent/CN110822174A/en
Publication of CN110822174A publication Critical patent/CN110822174A/en
Pending legal-status Critical Current

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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/02Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
    • F16L3/04Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing and pressing it against a wall or other support

Abstract

The invention discloses a C-shaped steel double-spliced connecting piece of an anti-seismic support, which comprises a connecting piece base plate with a boss and a fastening piece, wherein the fastening piece is connected with two C-shaped steels which are arranged back to back through the boss penetrating through a back hole of the C-shaped steel. The invention also discloses a method for installing the C-shaped steel double-spliced connecting piece of the anti-seismic support. The double-spliced connecting piece for the anti-seismic support C-shaped steel can realize mechanical locking of the C-shaped steel on the engineering site so as to assemble the C-shaped steel into the double-spliced C-shaped steel, does not need welding, saves the installation time, and has stable performance, high safety factor and convenient connection.

Description

C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof
Technical Field
The invention relates to the field of earthquake resistance, in particular to a C-shaped steel double-spliced connecting piece for an electromechanical engineering earthquake-resistant support of a building.
Background
At present, in order to effectively resist damage caused by an earthquake, an earthquake-proof support and hanger frame consisting of a reinforcing hanger rod, a lateral earthquake-proof support, a longitudinal earthquake-proof support and an earthquake-proof connecting piece is needed for building electromechanical engineering pipelines and equipment, and horizontal earthquake force borne by an electromechanical pipeline system when the earthquake comes is transmitted to a structure body by arranging the oblique earthquake-proof support, so that the earthquake absorption and damping effects of the support and hanger frame are effectively improved, and the electromechanical equipment is prevented from falling off to cause secondary disasters.
In the anti-seismic support and hanger system, the C-shaped steel is a main stressed member, the C-shaped steel with different section sizes needs to be selected according to different load requirements, and the common specification comprises 41-shaped steel 101 (with the section size of 41mm × 41mm), 52-shaped steel 102 (with the section size of 41mm × 52mm), 72-shaped steel 103 (with the section size of 41mm × 72mm) and corresponding double-spliced C-shaped steel, wherein the double-spliced C-shaped steel is formed by spot welding the above-mentioned shaped steel back to back for bearing higher load, as shown in fig. 1, the 41 double-spliced 104 is formed by welding two 41-shaped steel back to back, and the 52-72 double-spliced 105 is formed by welding the 52-shaped steel and the 72-shaped steel back. The existing double-spliced section steel is manufactured by welding in advance, needs to be manufactured again in a factory when temporary use is needed due to engineering change in the field construction process, and is very inconvenient.
The C-shaped steel double-spliced connecting piece of the anti-seismic support is not disclosed in the prior art, and the connecting piece is used for connecting C-shaped steel back to back in a mechanical connection mode to form double-spliced C-shaped steel, and has the advantages of good performance, high safety coefficient, convenience in installation, simplicity, rapidness and the like.
Disclosure of Invention
Aiming at the defects of the prior art, the invention aims to provide the C-shaped steel double-spliced connecting piece of the anti-seismic support, which can be used for connecting C-shaped steel back to back in a mechanical connection mode to form double-spliced C-shaped steel on site and has the advantages of good performance, high safety coefficient, convenience in installation, simplicity and quickness.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a two C shaped steel that piece is pieced together to antidetonation support C shaped steel is including the connecting piece bottom plate and the fastener that contain the boss, and this fastener is connected two C shaped steel of placing back to back through the boss that passes C shaped steel back of the body hole.
Preferably, the height of the boss is slightly less than the total thickness of the back plates of the two C-shaped steels.
Further, the boss is a circular boss.
Furthermore, a threaded hole is formed in the circular boss, and external threads suitable for the threaded hole are arranged on the fastener.
Further, the number of the circular bosses is 2 and the circular bosses are respectively arranged at two end parts of the connecting piece bottom plate.
Further, the fasteners are high strength bolts with flanged edges.
Further, the high strength bolt cooperates with the screw hole of circular boss.
Further, the screw hole of circular boss and C shaped steel back of the body hole phase-match.
Furthermore, the distance between the centers of the circular bosses is equal to that between the centers of the C-shaped steel back holes.
Further, the height of the boss is smaller than the sum of the thicknesses of the two C-shaped steels to be connected.
The invention also provides a method for installing the C-shaped steel double-spliced connecting piece of the anti-seismic bracket, which comprises the following steps:
1) aligning two C-shaped steels to be connected back to back;
2) placing the connecting piece base plate at a proper position to enable the boss to penetrate into the back hole of the C-shaped steel;
3) screwing a high-strength bolt with a flange edge into the threaded hole of the boss and locking;
4) the flange edge and the connecting piece bottom plate are clamped together to clamp the two C-shaped steel pieces to realize double splicing.
Compared with the prior art, the C-shaped steel double-spliced connecting piece of the anti-seismic support has the following beneficial technical effects:
the mechanical locking of the C-shaped steel can be realized on the engineering site, so that the C-shaped steel can be assembled into the double-spliced C-shaped steel without welding, the installation time is saved, the performance is stable, the safety coefficient is high, and the connection is convenient.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic diagram of various C-section steels and their splicing in the prior art;
FIG. 2 is a schematic view of a C-section double-split joint for an anti-seismic support according to the present invention;
FIG. 3 is a schematic view of the C-shaped steel double-splicing connecting piece and the C-shaped steel of the anti-seismic bracket.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to embodiments and accompanying drawings. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In view of the above purpose, in a first aspect of the embodiments of the present invention, an embodiment of a C-shaped steel double-split connector for an earthquake-resistant bracket is provided. Fig. 2 shows a schematic view of a C-shaped steel double-split connecting piece of the anti-seismic bracket provided by the invention.
The utility model provides a antidetonation support C shaped steel double pin connector, is including the connecting piece bottom plate 204 and the fastener that contain the boss, and this fastener is through passing the boss of C shaped steel back hole 206 and connecting two C shaped steel 205 of placing back to back. As shown in FIG. 2, the C-shaped steel back hole 206 is a through hole with two sides each being a semicircle and a middle being a rectangle. The connected structure is shown in fig. 3.
In a preferred embodiment, the boss is a circular boss 203.
In a preferred embodiment, a threaded hole 201 is contained within the circular boss 203.
In a preferred embodiment, there are 2 circular bosses 203 and located at each end of the connector base plate 204.
In a preferred embodiment, the fasteners are high strength bolts 207 with flanged edges 202. It is known that high-strength bolts are bolts made of high-strength materials, have performance levels of 8.8 or more, and are widely used for connecting equipment such as bridges, rails, high-pressure equipment and the like.
In a preferred embodiment, high strength bolts 207 mate with threaded holes 201 of circular boss 203. That is, the high-strength bolt 207 and the screw hole 201 of the circular boss 203 can be used in cooperation with each other.
In a preferred embodiment, the threaded holes 201 of the circular bosses 203 mate with the C-section steel back holes 206. That is to say, the threaded hole 201 of the circular boss 203 is adapted to the C-shaped steel back hole 206, and too large results in the high-strength bolt not passing through, and too small does not play a role.
In a preferred embodiment, the circular bosses 203 are equidistant from the center of the C-section steel back hole 206. Wherein, the distance between the centers of the circular bosses 203 is the distance between the centers of the threaded holes in the two circular bosses 203 on the connecting piece base plate 204. The center-to-center distance of the C-shaped steel back holes 206 is the distance between the centers of two adjacent semicircles of two adjacent C-shaped steel back holes 206. The distance between the centers of the circular bosses 203 is equal to the distance between the centers of the C-shaped steel back holes 206, so that smooth connection can be ensured.
In a preferred embodiment, the height of the boss is less than the sum of the thicknesses of the two C-section steels 205 to be joined. If the height of the boss is greater than the sum of the thicknesses of the two C-shaped steels 205 to be connected, when the high-strength bolt 207 is screwed into the threaded hole 201, the flange edge cannot clamp the C-shaped steel 205, and then the connecting piece base plate cannot clamp the C-shaped steel 205, so that double-assembly of the two C-shaped steels 205 fails.
The invention also provides a method for installing the C-shaped steel double-spliced connecting piece of the anti-seismic support, which comprises the following steps:
1) aligning two C-shaped steels 205 to be connected back to back;
2) placing connector base plate 204 in position with the bosses penetrating back holes 206 of C-section steel 205;
3) screwing a high-strength bolt 207 with a flange edge into the threaded hole 201 of the boss and locking;
4) the double assembly is achieved by clamping two C-section steels 205 together by clamping the flange 202 and the connector base plate 204 together.
It should be noted that, the steps of the above-mentioned embodiments of the method for installing the double-split C-section steel of the anti-seismic support can be mutually intersected, replaced, added and deleted, so that the reasonable combination and permutation of the method for installing the double-split C-section steel of the anti-seismic support also belong to the protection scope of the invention, and the protection scope of the invention should not be limited to the above-mentioned embodiments.
It can be seen from the above embodiments that the double-spliced C-shaped steel connecting piece for the anti-seismic support and the installation method thereof provided by the embodiments of the invention can realize mechanical locking of C-shaped steel on an engineering site through a mechanical connection mode so that the C-shaped steel can be assembled into double-spliced C-shaped steel to be suitable for various purposes, and the process does not need welding, saves installation time, has stable performance, high safety coefficient and is convenient to connect.
The above-mentioned embodiments only express the embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention.

Claims (10)

1. The utility model provides an antidetonation support C shaped steel double pin connecting piece which characterized in that, is including the connecting piece bottom plate and the fastener that contain the boss, the fastener is through passing C shaped steel back of the body hole the boss is connected two C shaped steel of placing back to back.
2. An earthquake-resistant support C-shaped steel double-split connecting piece according to claim 1, wherein the boss is a circular boss.
3. An earthquake-resistant support C-shaped steel double-split connecting piece according to claim 2, wherein the circular boss is internally provided with a threaded hole.
4. An earthquake-resistant bracket C-shaped steel double-split connecting piece according to claim 2 or 3, wherein the number of the circular bosses is 2, and the circular bosses are respectively positioned at two end parts of the connecting piece bottom plate.
5. An earthquake-resistant support C-shaped steel double-split connection according to claim 1, characterized in that the fastening member is a high-strength bolt with a flange edge.
6. An earthquake-resistant support C-shaped steel double-split connecting piece according to claim 5, wherein the high-strength bolt is matched with the threaded hole of the circular boss.
7. An earthquake-resistant support C-shaped steel double-split connecting piece as recited in claim 4, wherein the threaded holes of the circular bosses are matched with the back holes of the C-shaped steel.
8. An earthquake-resistant support C-shaped steel double-spliced connecting piece as recited in claim 7, wherein the circle center distance of the circular boss is equal to the circle center distance of the back hole of the C-shaped steel.
9. An earthquake-resistant bracket C-shaped steel double-split connecting piece according to claim 1, wherein the height of the boss is smaller than the sum of the thicknesses of two C-shaped steels to be connected.
10. A method of installing an anti-seismic support C-section double splice connection according to any of claims 1 to 9, comprising the steps of:
1) aligning two C-shaped steels to be connected back to back;
2) placing the connecting piece base plate at a proper position to enable the boss to penetrate into the back hole of the C-shaped steel;
3) screwing a high-strength bolt with a flange edge into the threaded hole of the boss and locking;
4) the flange edge and the connecting piece bottom plate are clamped together to clamp the two C-shaped steel pieces to realize double splicing.
CN201810909445.XA 2018-08-10 2018-08-10 C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof Pending CN110822174A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810909445.XA CN110822174A (en) 2018-08-10 2018-08-10 C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810909445.XA CN110822174A (en) 2018-08-10 2018-08-10 C-shaped steel double-spliced connecting piece of anti-seismic support and mounting method thereof

Publications (1)

Publication Number Publication Date
CN110822174A true CN110822174A (en) 2020-02-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112808869A (en) * 2021-03-10 2021-05-18 中建五局第三建设有限公司 Equipment and method for manufacturing assembly type support and hanger U-shaped steel welding-free double-spliced structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112808869A (en) * 2021-03-10 2021-05-18 中建五局第三建设有限公司 Equipment and method for manufacturing assembly type support and hanger U-shaped steel welding-free double-spliced structure
CN112808869B (en) * 2021-03-10 2022-12-13 中建五局第三建设有限公司 Equipment and method for manufacturing assembly type support and hanger U-shaped steel welding-free double-spliced structure

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