CN210797886U - Building structure arch with strong pressure resistance - Google Patents

Building structure arch with strong pressure resistance Download PDF

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Publication number
CN210797886U
CN210797886U CN201921012224.9U CN201921012224U CN210797886U CN 210797886 U CN210797886 U CN 210797886U CN 201921012224 U CN201921012224 U CN 201921012224U CN 210797886 U CN210797886 U CN 210797886U
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CN
China
Prior art keywords
arch
screw hole
bolt
block
telescopic rod
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Expired - Fee Related
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CN201921012224.9U
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Chinese (zh)
Inventor
张韫
其他发明人请求不公开姓名
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Individual
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Individual
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Abstract

The utility model discloses a building structure that crushing resistance is strong encircles, encircle including first structure, first structure hunch top right side fixed surface installs first connecting block, first connecting block has inside seted up first connection screw, the inside through connection of first connection screw has connecting bolt, first connecting block is inside to be connected with first telescopic link through connecting bolt, the inside equidistance of first telescopic link has been seted up a plurality of seconds and has been connected the screw. The utility model discloses an inside the second of different positions is connected to the screw is put into to regulation connecting bolt, and then can adjust first structure and encircle the distance between the arch with the second structure to inside the spacing screw of second of different positions is put into through adjusting spacing bolt, and then the length of adjusting the second telescopic link and taking out from the second connecting block is inside, and then adjusts the holistic height of this device, makes this device rise fixedly to the building of co-altitude, and is comparatively practical, is fit for extensively promoting and using.

Description

Building structure arch with strong pressure resistance
Technical Field
The utility model is suitable for a building structure encircles the device field, in particular to building structure who crushing resistance is strong encircles.
Background
At present, the building arch mainly refers to an arch structure which mainly bears axial pressure and bending moment and supports thrust curve or broken line rod-shaped structure arch structure and is composed of arch rings and supports.
However, the existing building structure arch disperses the impact force received from the top end to two sides of the building, but part of the downward impact force cannot be buffered, the building is still damaged after long-term use, and in the building structure arch building process, the size of the structure arch is timely changed according to the length and the height of the blind building, so that part of the building cannot be supported and pressed by the structure arch. We have therefore proposed a building structural arch which is strong in compression resistance.
SUMMERY OF THE UTILITY MODEL
A primary object of the present invention is to provide a building structure arch with high compressive strength, which can effectively solve the problems of the prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a building structure arch with strong pressure resistance comprises a first structure arch, wherein a first connecting block is fixedly arranged on the right side surface of the top end of the first structure arch, a first connecting screw hole is formed in the first connecting block, a connecting bolt penetrates through the first connecting screw hole, the interior of the first connecting block is connected with a first telescopic rod through the connecting bolt, a plurality of second connecting screw holes are formed in the first telescopic rod at equal intervals, the diameter of the first connecting screw hole is the same as that of the second connecting screw holes, a first internal thread is formed in the inner side wall of the first connecting screw hole, a first external thread is formed in the bottom end surface of the connecting bolt, the first external thread is matched with the first internal thread, a second structure arch is fixedly arranged on the top surface of the right side of the first telescopic rod, the top surfaces of the first structure arch and the second structure arch are respectively matched with a first fixing block and a second fixing block through supporting blocks, first structure encircles and the equal fixed mounting in second structure hunch bottom surface has the second connecting block, every first spacing screw has all been seted up to second connecting block inside, every the inside all through connection of first spacing screw has spacing bolt, every inside all is connected with the second telescopic link through spacing bolt of second connecting block, every the inside equal equidistance of second telescopic link has seted up the spacing screw of a plurality of seconds, the diameter of first spacing screw is the same with the diameter of the spacing screw of second, every the second internal thread has all been seted up to first spacing screw inside wall, every second external screw thread has all been seted up to spacing bolt bottom lateral wall, second external screw thread and second internal thread looks adaptation.
Further, pulleys are installed at the bottom end of the inside of the first fixing block in an equidistant mode, a sliding plate is installed in the middle of the right side of the first fixing block in a penetrating mode, a second fixing block is fixedly installed on the surface of the right side of the sliding plate, and the surface of the bottom end of the sliding plate is tightly attached to the surface of the top end of each pulley.
Furthermore, every the equal fixed mounting in second telescopic link bottom has first shock attenuation box, every the equal slidable mounting in first shock attenuation box external surface has second shock attenuation box, every the inside top surface of first shock attenuation box is connected with the inside bottom surface of second shock attenuation box through damping spring.
Furthermore, the top surfaces of the first fixed block and the second fixed block are fixedly provided with damping cushions.
Furthermore, the bottom end surface of each second damping box is fixedly provided with an anti-skid friction pad.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model discloses a building structure that resistance to compression is strong encircles, through installing the telescopic link between two structures arch, can put into the second of different positions through adjusting connecting bolt and connect inside the screw, can adjust the second telescopic link and take the inside length of first linkage block out, and then can adjust the distance between two structures arch, and after adjusting, drive the sliding plate through the pulley and remove, and then adjust the distance between two fixed blocks, it is fixed to make this device carry out the resistance to compression to the building of different length.
2. The utility model discloses a building structure that crushing resistance is strong encircles because encircle bottom end surface mounting at two structures and have the second telescopic link, can put into the spacing screw of second of different positions through adjusting spacing bolt inside, and then adjust the length that the second telescopic link was taken out from the second connecting block is inside, and then adjusts the holistic height of this device, makes this device rise fixedly to the building of co-altitude.
3. The utility model discloses a building structure that crushing resistance is strong encircles, owing to install first shock attenuation box in second telescopic link bottom, then link together first shock attenuation box and second shock attenuation box through damping spring, can unload power through damping spring's buffering with the decurrent impact force that the structure hunch top was received, avoid decurrent impact force to damage the building.
Drawings
FIG. 1 is a schematic view of the overall structure of a high-pressure building arch according to the present invention;
fig. 2 is a schematic view of the structure of the shock-absorbing box of the building structure arch with strong pressure resistance.
In the figure: 1. a first structural arch; 2. a second structural arch; 3. a shock-absorbing cushion; 4. a sliding plate; 5. a first connection screw hole; 6. a first external thread; 7. a first internal thread; 8. a first connection block; 9. a pulley; 10. a first fixed block; 11. a support block; 12. a second connecting block; 13. a first limit screw hole; 14. a first telescopic rod; 15. a second limit screw hole; 16. an anti-slip friction pad; 17. a first damper box; 18. a second damping box; 19. a damping spring; 20. a limit bolt; 21. a second external thread; 22. a second internal thread; 23. a second connection screw hole; 24. a second telescopic rod; 25. a second fixed block; 26. and connecting the bolts.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-2, a building structure arch with strong pressure resistance comprises a first structure arch 1, a first connecting block 8 is fixedly installed on the right side surface of the top end of the first structure arch 1, a first connecting screw hole 5 is formed in the first connecting block 8, a connecting bolt 26 is connected in the first connecting screw hole 5 in a penetrating manner, the first connecting block 8 is connected with a first telescopic rod 14 through the connecting bolt 26, a plurality of second connecting screw holes 23 are formed in the first telescopic rod 14 at equal intervals, the diameter of the first connecting screw hole 5 is the same as that of the second connecting screw holes 23, a first internal thread 7 is formed on the inner side wall of the first connecting screw hole 5, a first external thread 6 is formed on the bottom end surface of the connecting bolt 26, the first external thread 6 is matched with the first internal thread 7, a second structure arch 2 is fixedly installed on the right side top surface of the first telescopic rod 14, the top end surfaces of the first structural arch 1 and the second structural arch 2 are respectively connected with a first fixing block 10 and a second fixing block 25 through supporting blocks 11, the bottom end surfaces of the first structural arch 1 and the second structural arch 2 are respectively and fixedly provided with a second connecting block 12, a first limiting screw hole 13 is formed in each second connecting block 12, a limiting bolt 20 is connected in each first limiting screw hole 13 in a penetrating manner, each second connecting block 12 is connected with a second telescopic rod 24 through a limiting bolt 20, a plurality of second limiting screw holes 15 are formed in each second telescopic rod 24 at equal intervals, the diameter of each first limiting screw hole 13 is the same as that of each second limiting screw hole 15, a second internal thread 22 is formed on the inner side wall of each first limiting screw hole 13, and a second external thread 21 is formed on the outer side wall of the bottom end of each limiting bolt 20, the second external thread 21 is adapted to the second internal thread 22.
In this embodiment, as shown in fig. 1 and 2, the connecting bolt 26 is adjusted to be placed in the second connecting screw holes 23 at different positions, so that the distance between the first structural arch 1 and the second structural arch 2 can be adjusted, the limiting bolt 20 is adjusted to be placed in the second limiting screw holes 15 at different positions, so that the length of the second telescopic rod 24 drawn out from the second connecting block 12 is adjusted, the overall height of the device is adjusted, and the device is fixed to the rising of buildings at different heights.
Pulleys 9 are equidistantly mounted at the bottom end inside the first fixing block 10, a sliding plate 4 is mounted in the middle of the right side of the first fixing block 10 in a penetrating mode, a second fixing block 25 is fixedly mounted on the surface of the right side of the sliding plate 4, and the bottom end surface of the sliding plate 4 is tightly attached to the top end surface of the pulleys 9.
In the embodiment, as shown in fig. 1, the sliding plate 4 is driven by the pulley 9 to move, so as to adjust the distance between the first fixing block 10 and the second fixing block 25, and the device can perform compression-resistant fixing on buildings with different lengths.
Wherein, every 24 bottom equal fixed mounting of second telescopic link has first shock attenuation box 17, every the equal slidable mounting in first shock attenuation box 17 external surface has second shock attenuation box 18, every the inside top surface of first shock attenuation box 17 is connected with the inside bottom surface of second shock attenuation box 18 through damping spring 19.
In this embodiment, as shown in fig. 1 and 2, the first damper box 17 and the second damper box 18 are connected together by the damper spring 19, so that the downward impact force received by the top ends of the first structural arch 1 and the second structural arch 2 can be relieved by the damping of the damper spring 19, and the building can be prevented from being damaged by the downward impact force.
Wherein, the top surfaces of the first fixed block 10 and the second fixed block 25 are both fixedly provided with a damping cushion 3.
In this embodiment, as shown in fig. 1, the whole damping effect of the device can be increased by the damping cushion 3, so as to protect the device.
Wherein, an anti-skid friction pad 16 is fixedly mounted on the bottom surface of each second shock absorption box 18.
In the embodiment, as shown in fig. 1, the device can be effectively prevented from sliding arbitrarily when being fixed on the ground.
It should be noted that the utility model relates to a building structure arch with strong pressure resistance, which comprises a first structure arch 1, a second structure arch 2, a damping cushion 3, a sliding plate 4, a first connecting screw hole 5, a first external thread 6, a first internal thread 7, a first connecting block 8, a pulley 9, a first fixed block 10, a supporting block 11, a second connecting block 12, a first limit screw hole 13, a first telescopic rod 14, a second limit screw hole 15, an anti-skid friction pad 16, a first damping box 17, a second damping box 18, a damping spring 19, a limit bolt 20, a second external thread 21, a second internal thread 22, a second connecting screw hole 23, a second telescopic rod 24, a second fixed block 25 and a connecting bolt 26, wherein the components are general standard components or components known by technicians in the neighborhood, the structure and principle of the building structure arch are known by technicians or known by conventional experimental methods, during operation, the device is moved to the bottom end of a building needing to resist compression and be fixed, the limiting bolt 20 is rotated, the length of the second telescopic rod 24 is adjusted according to the height of the building, the height of the whole device is adjusted, the damping cushion 3 can be tightly attached to the surface of the bottom end of the building, the limiting bolt 20 is placed into the corresponding second limiting screw hole 15, the connecting bolt 26 is rotated, the length of the first telescopic rod 14 is adjusted according to the length of the building, the connecting bolt 26 is placed into the corresponding second connecting screw hole 23, compared with the traditional building structure arch, the device is placed into the second connecting screw holes 23 at different positions by adjusting the connecting bolt 26, the distance between the first structure arch 1 and the second structure arch 2 can be adjusted, the limiting bolt 20 is placed into the second limiting screw holes 15 at different positions by adjusting, and the length of the second telescopic rod 24 drawn out from the second connecting block 12 is adjusted, the height of the whole device is further adjusted, so that the device can be fixed on the rising of buildings with different heights.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (5)

1. A building structure arch with high compressive resistance comprises a first structure arch (1), and is characterized in that: the structure is characterized in that a first connecting block (8) is fixedly arranged on the surface of the right side of the top end of a first structure arch (1), a first connecting screw hole (5) is formed in the first connecting block (8), a connecting bolt (26) penetrates through the interior of the first connecting screw hole (5), the interior of the first connecting block (8) is connected with a first telescopic rod (14) through the connecting bolt (26), a plurality of second connecting screw holes (23) are formed in the first telescopic rod (14) at equal intervals, the diameter of the first connecting screw hole (5) is the same as that of the second connecting screw holes (23), a first internal thread (7) is formed in the inner side wall of the first connecting screw hole (5), a first external thread (6) is formed in the bottom end surface of the connecting bolt (26), the first external thread (6) is matched with the first internal thread (7), a second structure arch (2) is fixedly arranged on the surface of the right side of the first telescopic rod (14), the top end surfaces of the first structure arch (1) and the second structure arch (2) are respectively connected with a first fixed block (10) and a second fixed block (25) through supporting blocks (11), the bottom end surfaces of the first structure arch (1) and the second structure arch (2) are respectively fixedly provided with second connecting blocks (12), each second connecting block (12) is internally provided with a first limit screw hole (13), each first limit screw hole (13) is internally connected with a limit bolt (20) in a penetrating manner, each second connecting block (12) is internally connected with a second telescopic rod (24) through the limit bolt (20), each second telescopic rod (24) is internally provided with a plurality of second limit screw holes (15) at equal intervals, the diameter of the first limit screw hole (13) is the same as that of the second limit screw holes (15), and each first limit screw hole (13) is internally provided with a second internal thread (22), every second external screw thread (21) has all been seted up to spacing bolt (20) bottom lateral wall, second external screw thread (21) and second internal thread (22) looks adaptation.
2. A strong compressive structural arch as claimed in claim 1, wherein: pulleys (9) are installed to the inside bottom equidistance of first fixed block (10), first fixed block (10) right side middle part is run through and is installed sliding plate (4), sliding plate (4) right side fixed surface installs second fixed block (25), sliding plate (4) bottom surface hugs closely in pulley (9) top surface.
3. A strong compressive structural arch as claimed in claim 1, wherein: every equal fixed mounting in second telescopic link (24) bottom has first shock attenuation box (17), every equal slidable mounting in first shock attenuation box (17) external surface has second shock attenuation box (18), every the inside top surface of first shock attenuation box (17) is connected with the inside bottom surface of second shock attenuation box (18) through damping spring (19).
4. A strong compressive structural arch as claimed in claim 1, wherein: and the top end surfaces of the first fixed block (10) and the second fixed block (25) are fixedly provided with damping cushions (3).
5. A strong compressive structural arch as claimed in claim 3, wherein: and an anti-skid friction pad (16) is fixedly arranged on the bottom end surface of each second damping box (18).
CN201921012224.9U 2019-07-02 2019-07-02 Building structure arch with strong pressure resistance Expired - Fee Related CN210797886U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921012224.9U CN210797886U (en) 2019-07-02 2019-07-02 Building structure arch with strong pressure resistance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921012224.9U CN210797886U (en) 2019-07-02 2019-07-02 Building structure arch with strong pressure resistance

Publications (1)

Publication Number Publication Date
CN210797886U true CN210797886U (en) 2020-06-19

Family

ID=71241438

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921012224.9U Expired - Fee Related CN210797886U (en) 2019-07-02 2019-07-02 Building structure arch with strong pressure resistance

Country Status (1)

Country Link
CN (1) CN210797886U (en)

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200619

Termination date: 20210702

CF01 Termination of patent right due to non-payment of annual fee