CN213774599U - Steel structural framework old building post roof beam node reinforced structure - Google Patents

Steel structural framework old building post roof beam node reinforced structure Download PDF

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Publication number
CN213774599U
CN213774599U CN202021878267.8U CN202021878267U CN213774599U CN 213774599 U CN213774599 U CN 213774599U CN 202021878267 U CN202021878267 U CN 202021878267U CN 213774599 U CN213774599 U CN 213774599U
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CN
China
Prior art keywords
thick bamboo
card section
strengthening rib
connecting block
support column
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Expired - Fee Related
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CN202021878267.8U
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Chinese (zh)
Inventor
姚强
陈明明
胡陈累
姚四清
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Individual
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Individual
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Priority to CN202021878267.8U priority Critical patent/CN213774599U/en
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Abstract

The utility model discloses a steel structural framework old building structure post roof beam node reinforced structure, including a support column, a left half strengthening rib card section of thick bamboo, a right half strengthening rib card section of thick bamboo, first foam-rubber cushion and first hole site, the surface parcel of support column has first foam-rubber cushion, the bottom of support column joint has a left half strengthening rib card section of thick bamboo and a right half strengthening rib card section of thick bamboo respectively. The utility model discloses the left half strengthening rib card section of thick bamboo, right half strengthening rib card section of thick bamboo and first half strengthening rib card section of thick bamboo and second half strengthening rib card section of thick bamboo that install additional mainly play a reinforced support column bottom and support column and the roof beam structure between the junction play a reinforced effect, play a life-span of extension support column and roof beam structure, reasonable in design simultaneously, the operation of being convenient for; first foam-rubber cushion, second foam-rubber cushion and the third foam-rubber cushion of installing additional simultaneously all laminate on the surface of support column and beam structure, mainly receive wearing and tearing in order to protect the exterior finish of ancient building, the effectual whole type that has protected the outside of support column and beam structure.

Description

Steel structural framework old building post roof beam node reinforced structure
Technical Field
The utility model relates to a building structure technical field specifically is a steel construction frame old building post roof beam node reinforced structure.
Background
Most old buildings of modern times adopt steel structural framework to build with the form of concrete floor more, to the long-term and significant historical meaning's of the age building, need maintain the building through reforming transform reinforcement, through long-time subside deformation, the steel structural framework of former building all can appear the deformation of different degrees, usually, can satisfy the building after consolidating the maintenance and bear the weight of the requirement, but current reinforced structure device has many problems or defects:
the condition that the reinforcing effect can not reach the requirement appears occasionally because the problem of material or construction in most engineering, if there is not effectual reinforced structure can make the column beam node support insecure even take place the danger of collapsing, and in the reinforced time, has the outside lacquer of a lot of ancient buildings to rub off easily, causes to a great extent loss like this.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel structural framework old building thing post roof beam node reinforced structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a steel structure frame old building column-beam joint reinforcing structure comprises a support column, a left half reinforcing rib clamping cylinder, a right half reinforcing rib clamping cylinder, a first spongy cushion and a first hole site, wherein the surface of the support column is wrapped by the first spongy cushion, the bottom of the support column is respectively clamped with the left half reinforcing rib clamping cylinder and the right half reinforcing rib clamping cylinder, the position of the joint of the left half reinforcing rib clamping cylinder and the right half reinforcing rib clamping cylinder is respectively provided with a first hole site and a second hole site, a first expansion screw and a second expansion bolt are respectively embedded in the first hole site and the second hole site, the top of the support column is vertically and fixedly connected with a beam structure, the surface of the beam structure is respectively attached with a second spongy cushion and a third spongy cushion, the second spongy cushion and the third spongy cushion are respectively embedded in the upper half reinforcing rib clamping cylinder and the lower half reinforcing rib clamping cylinder, the outer wall of the upper half reinforcing rib clamping cylinder is provided with a connecting block A, the utility model discloses a joint structure of reinforcing rib card section of thick bamboo, including connecting block A, connecting block A's inside link up threaded connection has first fastening bolt, the outer wall welding of the bottom face of a half reinforcing rib card section of thick bamboo has connecting block B down, the inside of the front and back side of connecting block B link up and open there is the through-hole, the inside threaded connection of through-hole has second fastening bolt, the connecting plate has been cup jointed on the second fastening bolt, the connecting plate laminating is to the surface that surrounds the piece.
Preferably, the height that a left side half strengthening rib card section of thick bamboo and a right half strengthening rib card section of thick bamboo is 50cm, the upper and lower terminal surface that a left side half strengthening rib card section of thick bamboo and a right half strengthening rib card section of thick bamboo all is equipped with the draw-in groove, a whole circle is constituteed in the draw-in groove of a left side half strengthening rib card section of thick bamboo and a right half strengthening rib card section of thick bamboo linking up.
Preferably, the joint of the left half reinforcing rib clamping cylinder and the right half reinforcing rib clamping cylinder is provided with a first hole position and a second hole position from top to bottom, the first hole position and the second hole position are 40cm in height, and the first expansion screw and the second expansion screw are the same in size and model.
Preferably, the thickness of the first sponge cushion is 2cm, and the diameter of the first sponge cushion is larger than that of the support column.
Preferably, the inside of the upper and lower terminal surface of the first reinforcing rib clamping cylinder is provided with a threaded hole, the inside of the upper and lower terminal surfaces of the first reinforcing rib clamping cylinder is provided with a threaded hole, the threaded hole is provided with a connecting block A, the threaded hole is provided with a first fastening bolt, the first fastening bolt is attached to the threaded hole, the first fastening bolt is provided with two fastening bolts, and the first fastening bolt is in threaded connection with the threaded hole of the upper and lower connecting blocks A and has two fastening bolts with the same size and model.
Preferably, connecting block B and the surface texture that surrounds the piece are L type structure, connecting block B and the quantity that surrounds the piece respectively are two, two connecting block B and the inside that surrounds the piece all are equipped with a through-hole, four the diameter of through-hole is the same, second fastening bolt's quantity is four, four second fastening bolt link up respectively to four through-holes on, the quantity of connecting plate is four, four the connecting plate size is the same, four all respectively be equipped with two through-holes on the connecting plate.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) the utility model discloses the left half strengthening rib card section of thick bamboo, right half strengthening rib card section of thick bamboo and first half strengthening rib card section of thick bamboo and second half strengthening rib card section of thick bamboo that install additional mainly play a reinforced support column bottom and support column and the roof beam structure between the junction play a reinforced effect, play a life-span of extension support column and roof beam structure, reasonable in design simultaneously, the operation of being convenient for;
(2) first foam-rubber cushion, second foam-rubber cushion and the third foam-rubber cushion of installing additional all laminate on the surface of support column and beam structure, mainly receive wearing and tearing in order to protect the exterior finish of ancient building, the effectual outside whole type of support column and beam structure that has protected.
Drawings
Fig. 1 is a schematic front view structure diagram of the present invention;
fig. 2 is a schematic view of the present invention at a position a in fig. 1;
fig. 3 is a schematic view of the present invention at a portion B of fig. 1;
FIG. 4 is a partial structural diagram of the upper half of the left side view of the present invention;
fig. 5 is a partial structural diagram of the lower half portion of the left side view of the present invention;
fig. 6 is the utility model discloses a half strengthening rib card section of thick bamboo on a left side and half strengthening rib card section of thick bamboo top view sectional structure schematic diagram on a right side.
In the figure: 1. the support column, 2, a left half strengthening rib card section of thick bamboo, 3, a right half strengthening rib card section of thick bamboo, 4, first foam-rubber cushion, 5, first hole site, 6, first expansion screw, 7, the second hole site, 8, second expansion bolt, 9, the beam structure, 10, a first half strengthening rib card section of thick bamboo, 11, the second foam-rubber cushion, 12, a second half strengthening rib card section of thick bamboo, 13, the third foam-rubber cushion, 14, connecting block A, 15, first fastening bolt, 16, connecting block B, 17, the through-hole, 18, the connecting plate, 19, surround the piece, 20, second fastening bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides an embodiment: a steel structure frame old building column-beam joint reinforcing structure comprises a supporting column 1, a left half reinforcing rib clamping cylinder 2, a right half reinforcing rib clamping cylinder 3, a first sponge cushion 4 and a first hole site 5, wherein the surface of the supporting column 1 is wrapped by the first sponge cushion 4, the bottom of the supporting column 1 is respectively clamped with the left half reinforcing rib clamping cylinder 2 and the right half reinforcing rib clamping cylinder 3, the position of the joint of the left half reinforcing rib clamping cylinder 2 and the right half reinforcing rib clamping cylinder 3 is respectively provided with the first hole site 5 and the second hole site 7, the first expansion screw 6 and the second expansion bolt 8 are respectively embedded in the first hole site 5 and the second hole site 7, the top of the supporting column 1 is vertically and fixedly connected with a beam structure 9, the surface of the beam structure 9 is respectively attached with a second sponge cushion 11 and a third sponge cushion 13, the second sponge cushion 11 and the third sponge cushion 13 are respectively embedded in the upper half reinforcing rib clamping cylinder 10 and the lower half reinforcing rib clamping cylinder 12, be equipped with connecting block A14 on the outer wall of first half strengthening rib card section of thick bamboo 10, the inside through thread connection of connecting block A14 has first fastening bolt 15, the outer wall welding of the bottom face of second half strengthening rib card section of thick bamboo 12 has connecting block B16, the inside of connecting block B16 front and back side has been link up and has been opened through-hole 17, the inside threaded connection of through-hole 17 has second fastening bolt 20, connecting plate 18 has been cup jointed on second fastening bolt 20, connecting plate 18 laminates to the surface that surrounds piece 19.
Specifically, the height that a left side half strengthening rib card section of thick bamboo 2 and a right half strengthening rib card section of thick bamboo 3 is 50cm, the upper and lower terminal surface that a left side half strengthening rib card section of thick bamboo 2 and a right half strengthening rib card section of thick bamboo 3 all is equipped with the draw-in groove, a whole circle is constituteed in the draw-in groove linking of a left side half strengthening rib card section of thick bamboo 2 and a right half strengthening rib card section of thick bamboo 3.
Specifically, the joint of the left half reinforcing rib clamping cylinder 2 and the right half reinforcing rib clamping cylinder 3 is provided with a first hole position 5 and a second hole position 7 from top to bottom, the height of the first hole position 5 and the height of the second hole position 7 are both 40cm, and the first expansion screw 6 and the second expansion screw 8 are the same in size and model.
Specifically, the thickness of the first sponge cushion 4 is 2cm, and the diameter of the first sponge cushion 4 is larger than that of the support column 1.
Specifically, equal fixedly connected with connecting block A14 in both sides around first strengthening rib card section of thick bamboo 10, two the inside of the upper and lower terminal surface of connecting block A14 all link up and open threaded hole, equal fixedly connected with connecting block A14 in both sides around the first strengthening rib card section of thick bamboo 12 down, two the inside of the upper and lower terminal surface of connecting block A14 all link up and open threaded hole, two from top to bottom connecting block A14 pastes together each other, first fastening bolt 15's quantity is two, two in first fastening bolt 15 difference threaded connection is to the threaded hole of two upper and lower connecting block A14, two first fastening bolt 15's size model is the same.
Specifically, the surface structures of the connecting block B16 and the surrounding block 19 are L-shaped structures, the number of the connecting block B16 and the surrounding block 19 is two, the number of the connecting block B16 and the inside of the surrounding block 19 are provided with a through hole 17 and four, the diameter of the through hole 17 is the same, the number of the second fastening bolts 20 is four, the second fastening bolts 20 are respectively penetrated to the four through holes 17, the number of the connecting plates 18 is four, the four connecting plates 18 are identical in size, and the four connecting plates 18 are respectively provided with two through holes 17.
The working principle is as follows: the left half reinforcing rib clamping cylinder 2 and the right half reinforcing rib clamping cylinder 3 are clamped together, and the first expansion screw 6 and the second expansion bolt 8 are driven into the first hole site 5 and the second hole site 7, so that the supporting structure of the bottom of the supporting column 1 is reinforced by the left half reinforcing rib clamping cylinder 2 and the right half reinforcing rib clamping cylinder 3, and meanwhile, the first sponge cushion 4 plays a role in protecting the outer paint of the supporting column 1, and the trouble that the paint falls off due to abrasion is avoided; simultaneously, the upper half reinforcing rib clamping cylinder 10 and the lower half reinforcing rib clamping cylinder 12 are clamped together, and the first fastening bolt 15 and the second fastening bolt 20 are correspondingly fastened at the same time, so that a supporting structure between the reinforcing supporting column 1 and the beam structure 9 is realized, the service life between the supporting column 1 and the beam structure 9 can be effectively prolonged, and meanwhile, the second spongy cushion 11 and the third spongy cushion 13 wrap the outer paint of the supporting column 1 and the beam structure 9, so that the integral type of the appearance is kept.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (6)

1. The utility model provides a steel structural framework old building post roof beam node reinforced structure which characterized in that: comprises a support column (1), a left half reinforcing rib clamping cylinder (2), a right half reinforcing rib clamping cylinder (3), a first sponge cushion (4) and a first hole site (5), wherein the surface of the support column (1) is wrapped by the first sponge cushion (4), the bottom of the support column (1) is respectively connected with the left half reinforcing rib clamping cylinder (2) and the right half reinforcing rib clamping cylinder (3), the positions of the joints of the left half reinforcing rib clamping cylinder (2) and the right half reinforcing rib clamping cylinder (3) are respectively provided with the first hole site (5) and the second hole site (7), the first expansion screw (6) and the second expansion screw (8) are respectively embedded and installed in the first hole site (5) and the second hole site (7), the top of the support column (1) is vertically and fixedly connected with a beam structure (9), the surface of the beam structure (9) is respectively laminated with the second sponge cushion (11) and the third sponge cushion (13), second foam-rubber cushion (11) and third foam-rubber cushion (13) are embedded respectively in the inside of a first half strengthening rib card section of thick bamboo (10) and a second half strengthening rib card section of thick bamboo (12), be equipped with connecting block A (14) on the outer wall of a first half strengthening rib card section of thick bamboo (10), the inside through thread connection of connecting block A (14) has first fastening bolt (15), the outer wall welding of the bottom face of a second half strengthening rib card section of thick bamboo (12) has connecting block B (16), the inside of the front and back side of connecting block B (16) link up and has opened through-hole (17), the inside threaded connection of through-hole (17) has second fastening bolt (20), connecting plate (18) have been cup jointed on second fastening bolt (20), connecting plate (18) laminate to the surface of encirclement piece (19).
2. The reinforcing structure for the column-beam joint of the old building with the steel structure frame as claimed in claim 1, wherein: the height of a half strengthening rib card section of thick bamboo (2) on a left side and a half strengthening rib card section of thick bamboo on the right side (3) is 50cm, the upper and lower terminal surface of a half strengthening rib card section of thick bamboo on a left side (2) and a half strengthening rib card section of thick bamboo on the right side (3) all is equipped with the draw-in groove, a whole circle is constituteed in the draw-in groove of a half strengthening rib card section of thick bamboo on a left side (2) and a half strengthening rib card section of thick bamboo on the right side (3) links up.
3. The reinforcing structure for the column-beam joint of the old building with the steel structure frame as claimed in claim 1, wherein: the joint of the left half reinforcing rib clamping cylinder (2) and the right half reinforcing rib clamping cylinder (3) is provided with a first hole position (5) and a second hole position (7) from top to bottom, the height of the first hole position (5) and the height of the second hole position (7) are both 40cm, and the first expansion screw (6) and the second expansion bolt (8) are the same in size and model.
4. The reinforcing structure for the column-beam joint of the old building with the steel structure frame as claimed in claim 1, wherein: the thickness of the first sponge cushion (4) is 2cm, and the diameter of the first sponge cushion (4) is larger than that of the support column (1).
5. The reinforcing structure for the column-beam joint of the old building with the steel structure frame as claimed in claim 1, wherein: the equal fixedly connected with in both sides connecting block A (14) around first strengthening rib card section of thick bamboo (10), two the inside of the upper and lower terminal surface of connecting block A (14) all link up and open the threaded hole, equal fixedly connected with in both sides connecting block A (14) around the second strengthening rib card section of thick bamboo (12), two the inside of the upper and lower terminal surface of connecting block A (14) all link up and open the threaded hole, two from top to bottom connecting block A (14) are laminated each other and are in the same place, the quantity of first fastening bolt (15) is two, two in the threaded hole of two connecting block A (14) about threaded connection respectively of first fastening bolt (15), two the size model of first fastening bolt (15) is the same.
6. The reinforcing structure for the column-beam joint of the old building with the steel structure frame as claimed in claim 1, wherein: connecting block B (16) and the surface texture who surrounds piece (19) are L type structure, connecting block B (16) and the quantity that surrounds piece (19) respectively are two, two connecting block B (16) and the inside that surrounds piece (19) all are equipped with a through-hole (17), four the diameter of through-hole (17) is the same, the quantity of second fastening bolt (20) is four, four second fastening bolt (20) link up respectively to four through-holes (17) on, the quantity of connecting plate (18) is four, four the size of connecting plate (18) is the same, four all respectively be equipped with two through-holes (17) on connecting plate (18).
CN202021878267.8U 2020-09-01 2020-09-01 Steel structural framework old building post roof beam node reinforced structure Expired - Fee Related CN213774599U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021878267.8U CN213774599U (en) 2020-09-01 2020-09-01 Steel structural framework old building post roof beam node reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021878267.8U CN213774599U (en) 2020-09-01 2020-09-01 Steel structural framework old building post roof beam node reinforced structure

Publications (1)

Publication Number Publication Date
CN213774599U true CN213774599U (en) 2021-07-23

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ID=76903436

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Application Number Title Priority Date Filing Date
CN202021878267.8U Expired - Fee Related CN213774599U (en) 2020-09-01 2020-09-01 Steel structural framework old building post roof beam node reinforced structure

Country Status (1)

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CN (1) CN213774599U (en)

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Granted publication date: 20210723