CN110528909A - Architectural engineering seismic reinforcing structure - Google Patents

Architectural engineering seismic reinforcing structure Download PDF

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Publication number
CN110528909A
CN110528909A CN201910908486.1A CN201910908486A CN110528909A CN 110528909 A CN110528909 A CN 110528909A CN 201910908486 A CN201910908486 A CN 201910908486A CN 110528909 A CN110528909 A CN 110528909A
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CN
China
Prior art keywords
fixedly connected
plate
support rod
circular
architectural engineering
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201910908486.1A
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Chinese (zh)
Inventor
司小平
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Individual
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Individual
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Publication date
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Priority to CN201910908486.1A priority Critical patent/CN110528909A/en
Publication of CN110528909A publication Critical patent/CN110528909A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/027Preventive constructional measures against earthquake damage in existing buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Electrochemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses architectural engineering seismic reinforcing structures, including bottom plate, support rod is fixedly connected at the top of the bottom plate, the top of the bottom plate and be located at support rod side be fixedly connected with the first fixed link, the top of first fixed link and be located at support rod surface be fixedly connected with the first Circular Plate, the side of the first Circular Plate inner wall is fixedly connected with the first circular arc snap-gauge, the top of the bottom plate and be located at support rod the other side be fixedly connected with the second fixed link, the present invention relates to construction engineering technical fields.The architectural engineering seismic reinforcing structure, support rod can be reinforced well and damping, increase the stability of they sup-port, the vibration that can be generated to support rod is buffered well, the service life of support rod is increased, securely and reliably, so that the device has reinforcing and pooling feature well, it is operated convenient for user, so that the device has good convenience.

Description

Architectural engineering seismic reinforcing structure
Technical field
The present invention relates to construction engineering technical fields, specially architectural engineering seismic reinforcing structure.
Background technique
Architectural engineering refers to through construction to all kinds of building constructions and its affiliated facility and route matched with its, pipe Road, equipment installation activity be formed by engineering entity, wherein building construction, which refers to, top cover, beam column, wall, basis and can Inner space is formed, meets people's production, live, the engineering of study and public activity needs, in the work progress of architectural engineering In, it is often necessary to some support constructions are reinforced, avoid the dislocation of support construction, but existing support construction cannot be into The good damping of row and reinforcing.
Traditional architectural engineering seismic reinforcing structure, most of is all very simple device, can not to support rod into Row is reinforced well and damping, reduces the stability of they sup-port, can not carry out to the vibration that support rod generates fine Buffering, reduce the service life of support rod, not enough securely and reliably so that the device do not have well reinforce and buffering function Can, the person of being not convenient to use is operated, and it is not convenient and fast, so that the device does not have good convenience.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides architectural engineering seismic reinforcing structure, architectural engineering is solved Do not have the problem of being reinforced very well with pooling feature and without fine convenience with seismic reinforcing structure.
In order to achieve the above object, the present invention is achieved by the following technical programs: architectural engineering seismic reinforcing structure, Including bottom plate, it is fixedly connected with support rod at the top of the bottom plate, the top of the bottom plate and side for being located at support rod is fixed It is connected with the first fixed link, the top of the first fixed link and surface for being located at support rod is fixedly connected with the first Circular Plate, The side of the first Circular Plate inner wall is fixedly connected with the first circular arc snap-gauge, the top of the bottom plate and is located at the another of support rod Side is fixedly connected with the second fixed link, and the top of the second fixed link and is located at the bottom of the first Circular Plate and is fixedly connected with Second Circular Plate, the side of second Circular Plate are fixedly connected with nut, and the side of nut is through there is threaded rod, described One end that threaded rod extends to outside nut runs through the second Circular Plate and extends to the inside of the second Circular Plate, and the threaded rod prolongs It extends to one end inside the second Circular Plate and is fixedly connected with the second circular arc snap-gauge.
Preferably, the top of the bottom plate and it is located at the two sides of support rod and is fixedly connected to L-type plate, and L-type plate Top offers card slot, and the side of the L-type plate is fixedly connected with U-type groove.
Preferably, buffer bar, and the table of buffer bar are connected between the inside of the card slot and the inside of U-type groove Face is provided with second spring.
Preferably, the other side of the first Circular Plate inner wall is fixedly connected with shell, and the side of shell inner cavity is logical It crosses the first spring and is fixedly connected with compression bar, the one end of the compression bar far from the first spring is through shell and extends to the outer of shell Portion, and compression bar extends to one end of shell exterior and is fixedly connected with the baffle being used in combination with the first circular arc snap-gauge.
Preferably, the side inside second Circular Plate is fixedly connected with the folder being used in combination with the second circular arc snap-gauge Plate.
Preferably, the side and top of the L-type plate, which are run through, screw.
Beneficial effect
The present invention provides architectural engineering seismic reinforcing structures.Have it is following the utility model has the advantages that
(1), the architectural engineering seismic reinforcing structure, the top by the first fixed link and the surface positioned at support rod are solid Surely it is connected with the first Circular Plate, the side of the first Circular Plate inner wall is fixedly connected with the first circular arc snap-gauge, the top and position of bottom plate The second fixed link, and the top of the second fixed link and the bottom for being located at the first Circular Plate are fixedly connected in the other side of support rod Portion is fixedly connected with the second Circular Plate, and the side of the second Circular Plate is fixedly connected with nut, and the side of nut is through there is spiral shell Rasp bar, one end that threaded rod extends to outside nut run through the second Circular Plate and extend to the inside of the second Circular Plate, threaded rod The one end extended to inside the second Circular Plate is fixedly connected with the second circular arc snap-gauge, can to support rod carry out well reinforce and Damping increases the stability of they sup-port, and the vibration that can be generated to support rod is buffered well, increases support The service life of bar, securely and reliably, so that the device has reinforcing and pooling feature well.
(2), the architectural engineering seismic reinforcing structure, being run through by the side of L-type plate and top has screw, card slot It is connected with buffer bar between the internal and inside of U-type groove, and the surface of buffer bar is provided with second spring, the top of bottom plate The portion and two sides for being located at support rod are fixedly connected to L-type plate, and offers card slot, the side of L-type plate is solid at the top of L-type plate Surely it is connected with U-type groove, is operated convenient for user, it is convenient and efficient, so that the device has good convenience.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention;
Fig. 2 is the top view of the second Circular Plate structure of the invention;
Fig. 3 is the top view of the first Circular Plate structure of the invention;
Fig. 4 is the cross-sectional view of shell mechanism of the present invention.
In figure: 1 bottom plate, 2 support rods, 3 first fixed links, 4 first Circular Plates, 5 first circular arc snap-gauges, 6 second fixed links, 7 second Circular Plates, 8 nuts, 9 threaded rods, 10 second circular arc snap-gauges, 11 L-type plates, 12 card slots, 13 U-shaped boards, 14 buffer bars, 15 First spring, 16 shells, 17 second springs, 18 compression bars, 19 baffles, 20 clamping plates.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Fig. 1-4 is please referred to, the present invention provides a kind of technical solution: architectural engineering seismic reinforcing structure, including bottom plate 1, The top of bottom plate 1 and be located at support rod 2 two sides be fixedly connected to L-type plate 11, L-type plate 11 is fixed on the two sides of support rod 2, Can the position to support rod 2 carry out certain restriction, increase the stability of support rod 2, and the top of L-type plate 11 opens up There is card slot 12, the side of L-type plate 11 is fixedly connected with U-type groove 13, and activity connects between the inside of card slot 12 and the inside of U-type groove 13 It is connected to buffer bar 14, and the surface of buffer bar 14 is provided with the first spring 15, buffer bar 14 and the first spring 15 can be to branch The vibration that strut 2 generates is buffered well, and the top of bottom plate 1 is fixedly connected with support rod 2, the top of bottom plate 1 and is located at The side of support rod 2 is fixedly connected with the first fixed link 3, the fixed company in the top of the first fixed link 3 and the surface for being located at support rod 2 It is connected to the first Circular Plate 4, the other side of 4 inner wall of the first Circular Plate is fixedly connected with shell 16, and the side of 16 inner cavity of shell It is fixedly connected with compression bar 18 by second spring 17, the one end of compression bar 18 far from second spring 17 is through shell 16 and extends to outer The outside of shell 16, and the one end that extends to outside shell 16 of compression bar 18 is fixedly connected with to match with the first circular arc snap-gauge 5 and makes Baffle 19, the first circular arc snap-gauge 5 and baffle 19 can carry out the reinforcing of the first step, 4 inner wall of the first Circular Plate to support rod 2 Side be fixedly connected with the first circular arc snap-gauge 5, the top of the bottom plate 1 and other side for being located at support rod 2 is fixedly connected with second Fixed link 6, and the top of the second fixed link 6 and be located at the bottom of the first Circular Plate 6 and be fixedly connected with the second Circular Plate 7, the Side inside two Circular Plates 7 is fixedly connected with the clamping plate 20 being used in combination with the second circular arc snap-gauge 10, the second circular arc snap-gauge 10 and clamping plate 20 reinforcing of second step can be carried out to support rod 2, the side of the second Circular Plate 7 be fixedly connected with nut 8, and Through there is threaded rod 9, one end that threaded rod 9 extends to outside nut 8 is through the second Circular Plate 7 and extends to for the side of nut 8 The inside of second Circular Plate 7, one end that threaded rod 9 extends to inside the second Circular Plate 7 are fixedly connected with the second circular arc snap-gauge 10, The side and top of L-type plate 11, which are run through, screw.
L-type plate 11 is fixed in use, user can first pass through screw, after fixing, user Threaded rod 9 is rotated, threaded rod 9 can move after rotating to the inner cavity of the second Circular Plate 7, and then drive the second circular arc snap-gauge 10 Movement, such second circular arc snap-gauge 10 and clamping plate 20 can carry out the fixation of the first step, and the first circular arc card to support rod 2 Plate 5 and baffle 19 can further fix support rod 2, when support rod 2 generates shaking, at this moment 14 He of buffer bar First spring 15 just will do it certain buffering, increase the stability of support rod 2.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment Intrinsic element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims (6)

1. architectural engineering seismic reinforcing structure, including bottom plate (1), it is characterised in that: be fixedly connected at the top of the bottom plate (1) Have support rod (2), the top of the bottom plate (1) and be located at support rod (2) side be fixedly connected with the first fixed link (3), institute It states the top of the first fixed link (3) and is fixedly connected with the first Circular Plate (4) positioned at the surface of support rod (2), first circle The side of ring flat-plate (4) inner wall is fixedly connected with the first circular arc snap-gauge (5), the top of the bottom plate (1) and is located at support rod (2) The other side is fixedly connected with the second fixed link (6), and the top of the second fixed link (6) and the bottom positioned at the first Circular Plate (6) Portion is fixedly connected with the second Circular Plate (7), and the side of second Circular Plate (7) is fixedly connected with nut (8), and nut (8) through having threaded rod (9), the threaded rod (9) extends to the external one end of nut (8) through the second Circular Plate for side (7) and the inside of the second Circular Plate (7) is extended to, the threaded rod (9) extends to the internal one end of the second Circular Plate (7) and fixes It is connected with the second circular arc snap-gauge (10).
2. architectural engineering seismic reinforcing structure according to claim 1, it is characterised in that: the top of the bottom plate (1) And the two sides for being located at support rod (2) are fixedly connected to L-type plate (11), and card slot (12) are offered at the top of L-type plate (11), The side of the L-type plate (11) is fixedly connected with U-type groove (13).
3. architectural engineering seismic reinforcing structure according to claim 2, it is characterised in that: the inside of the card slot (12) It is connected between the inside of U-type groove (13) buffer bar (14), and the surface of buffer bar (14) is provided with the first spring (15)。
4. architectural engineering seismic reinforcing structure according to claim 1, it is characterised in that: first Circular Plate (4) The other side of inner wall is fixedly connected with shell (16), and the side of shell (16) inner cavity is fixedly connected by second spring (17) Have compression bar (18), the one end of the compression bar (18) far from second spring (17) is through shell (16) and extends to the outer of shell (16) Portion, and compression bar (18) extends to the external one end of shell (16) and is fixedly connected with and is used in combination with the first circular arc snap-gauge (5) Baffle (19).
5. architectural engineering seismic reinforcing structure according to claim 1, it is characterised in that: second Circular Plate (7) Internal side is fixedly connected with the clamping plate (20) being used in combination with the second circular arc snap-gauge (10).
6. architectural engineering seismic reinforcing structure according to claim 2, it is characterised in that: the one of the L-type plate (11) Side and top, which are run through, screw.
CN201910908486.1A 2019-09-25 2019-09-25 Architectural engineering seismic reinforcing structure Withdrawn CN110528909A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910908486.1A CN110528909A (en) 2019-09-25 2019-09-25 Architectural engineering seismic reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910908486.1A CN110528909A (en) 2019-09-25 2019-09-25 Architectural engineering seismic reinforcing structure

Publications (1)

Publication Number Publication Date
CN110528909A true CN110528909A (en) 2019-12-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910908486.1A Withdrawn CN110528909A (en) 2019-09-25 2019-09-25 Architectural engineering seismic reinforcing structure

Country Status (1)

Country Link
CN (1) CN110528909A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924290A (en) * 2019-12-31 2020-03-27 杭州伍月装饰设计有限公司 Bridge shock absorber
CN111355200A (en) * 2020-03-24 2020-06-30 河北鸿晔电力工程设计有限公司 Double-rod supporting structure of 10KV overhead line high-voltage equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924290A (en) * 2019-12-31 2020-03-27 杭州伍月装饰设计有限公司 Bridge shock absorber
CN111355200A (en) * 2020-03-24 2020-06-30 河北鸿晔电力工程设计有限公司 Double-rod supporting structure of 10KV overhead line high-voltage equipment

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WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20191203